FINAL REPORT 3.8 M Litre Water Storage Tank Cost Analysis …sbruneau/teaching/8700project/archive/classof2010... · 3.8 M Litre Water Storage Tank Cost Analysis City of St. John’s,

FINAL REPORT

3.8 M Litre Water Storage Tank Cost Analysis City of St. John’s, NL

fga Consulting Engineers Limited

Prepared for: Greg Barton; Ken Tobin

fga Consulting Engineers Limited 2 Hunt’s Lane St. John’s, NL

A1B 2L3

Prepared by: SGMC Consultants

Civil Engineering Group 4: Mark Sampson Nikita Gibbons

Russell Murphy Richard Chambers

Faculty of Engineering & Applied Science

Memorial University of Newfoundland St. John’s, NL

A1B 3X5 [email protected]

Course and Instructor: Civil Engineering Project – ENGI 8700

Dr. Steve Bruneau

Date: 5 April, 2010

Engineering 8700 – Group 4

SGMC Consultants Faculty of Engineering and Applied Science


A1B 3X5

5 April, 2010 fga Consulting Engineers Limited 2 Hunt’s Lane St. John’s, NL A1B 2L3

Subject: 3.8 M Litre Water Storage Tank Cost Analysis Progress Report

Dear Mr. Barton and Mr. Tobin:

SGMC Consultants were retained by fga Consulting Engineers Limited to carry out

a design and cost analysis for a 3.8 M litre water storage tank. As a result, SGMC Consultants have prepared a final report describing all project components.

The final report consists of the design loads that were used in the design of the

concrete and steel storage tanks. Detailed cost estimates are provided for both alternatives and were followed with a benefit cost analysis to determine the preferred construction material.

The enclosed progress report resulted from a request by Dr. Steve Bruneau,

Engineering 8700 professor, to gain a better understanding of SGMC Consultant’s final year capstone design project. This report was completed on schedule in an efficient and practical manner.

If there are any questions concerning this report, we would be pleased to discuss

them with you.

Yours sincerely,

SGMC Consultants Civil Engineering Group 4

cc: Dr. Steve Bruneau

PROJECT REPORT

3.8 M LITRE WATER STORAGE TANK COST ANALYSIS


SUMMARY

Water tank builders are faced with numerous options and when designing and

planning the construction of a new storage tank. The first and foremost decision to be made is what material will be used to build the tank. There are many benefits to using some materials over others, but overall the two most common water storage tanks are made of concrete or steel. The question is, which design is optimal for the owners needs, the general public and the environment. The following report describes, in detail, the design – build process and associated costs of a 3.8M litre concrete vs. steel storage tank over a service life of 25 years.

After creating a material matrix and listing the pros and cons of each material, the steel and concrete tanks were selected for analysis. The next step was to determine how to construct each tank. After researching various construction schemes it was agreed upon a prestressed concrete shell with a concrete dome roof and a welded steel plate shell with an aluminum dome roof. A similar concrete slab foundation was used for both.

An unbalanced snow load of 2.72 kPa for the concrete tank and 2.27 kPa for the steel tank was calculated. The wind loads applied to both tanks was found to be 1.76 kPa of pressure on the walls and 3.52 kPa of suction on the roof. These forces, along with the hydrostatic pressure created by the liquid contained within, is the basis behind the design process.

For the walls, the design criteria was based on a maximum hydrostatic pressure of 133 KN/m applied at a height of 2.1 m. A shell thickness of 200 mm, ! “ horizontal and vertical wired reinforcement and 35 MPa concrete was used throughout the shell to counteract the hydrostatic pressure. The roof was designed to withstand snow, wind suction, maintenance loads and the self weight of the roof. When designed, the concrete roof was 240 mm thick, reinforced with temperature reinforcement and 35 MPa concrete. The concrete dome roof is placed on a neoprene pad, and is supported on a ring beam saddle, poured with the concrete shell. This simple connection eliminates large moments created if the shell and roof were to be connected by dowels. The slab foundation was designed to resist the tension forces created from the hydrostatic forces at the base of the shell. The finished slab will be 610 mm deep, containing only temperature reinforcement and poured with 35 MPa concrete. The shell and foundation connection is a simple bolted angle connection, eliminating moment transfer and a maintenance and inspection hatch was designed for access into the tank.

The design criteria for the steel shell was also based on the hydrostatic pressure, yielding a 25 mm thickness from the base to the middle of the shell and a 12.5 mm thickness for the other half. The steel tank aluminum roof will be designed and supplied by Ultrafloat, a certified consulting firm specializing in aluminum geodesic dome roofing systems. The roof is designed to withstand the same loading specified for the concrete roof. The shell and roof is connected by a simple bolted angle connection. The bolts, nuts and washers connecting the aluminum to steel must be stainless steel to eliminate corrosion. The samethickness, reinforcement and concrete compressive strength of the concrete tank foundation can also be utilized for the steel tank. The concrete and steel tanks share a similar shell and foundation connection and only a maintenance hatch will

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be designed for the steel tank. The inspection hatch is located at the roof of the tank, which will be designed by Ultrafloat.

After designing both tanks a detailed cost estimate was completed. The cost estimate included quantity take-offs of all materials, along with associated costs. The labour costs required to construct each tank was also provided, yielding a total cost of $715,686 to construct the concrete tank and $828,878 to construct the steel tank.

The benefit/cost analysis was formulated to deduce a total cost of constructing each tank and the maintenance required over the 25 year service life. After analysis, it was determined that the concrete tank will cost $780,086 to construct and maintain and the steel tank will cost $957,678 for construction and maintenance. The benefits associated with the concrete tank is its cheap construction and maintenance and long service life. The steel tank is a more preferred design for most consultants and its prefabricated roof makes for a shorter schedule life. The final conclusion made by SGMC Consultants is to design and construct a concrete tank for the developing city of St. John’s, Newfoundland and Labrador.

PROJECT REPORT



TABLE OF CONTENTS

Page No.

1! INTRODUCTION .............................................................................................. 5!

1.1! BACKROUND ......................................................................................................... 5!1.2! PROJECT DESCRIPTION ........................................................................................ 5!

2! PRELIMINARY PROJECT COMPONENTS ..................................................... 6!

2.1! STATEMENT OF QUALIFICATIONS ........................................................................... 6!2.2! RESEARCH ........................................................................................................... 6!2.3! BRAINSTORMING ................................................................................................... 6!2.4! SCHEDULE ............................................................................................................ 8!

3! DESIGN LOADS ............................................................................................... 9!

3.1! SNOW LOAD ......................................................................................................... 9!3.2! WINDLOAD ..........................................................................................................10!3.3! SEISMIC LOAD .....................................................................................................12!3.4! ROOF LIVE LOAD .................................................................................................12!3.5! DEAD LOAD ..........................................................................................................12!

4! PRESTRESSED CONCRETE TANK DESIGN ............................................... 13!

4.1! SHELL DESIGN ....................................................................................................13!4.2! PARABOLIC DOME ROOF DESIGN ..........................................................................13!4.3! FOUNDATION DESIGN ...........................................................................................14!4.4! SHELL AND FOUNDATION CONNECTION DESIGN .....................................................15!4.5! HATCH DESIGN ....................................................................................................15!

5! WELDED STEEL TANK DESIGN .................................................................. 17!

5.1! SHELL DESIGN .....................................................................................................17!5.2! ALUMINUM GEODESIC DOME ROOF ........................................................................18!5.3! FOUNDATION DESIGN ...........................................................................................18!5.4! SHELL CONNECTION DESIGN ................................................................................19!5.5! MAINTENANCE HATCH DESIGN ..............................................................................19!

6! DETAILED COST ESTIMATES ...................................................................... 20!

6.1! PRESTRESSED CONCRETE TANK ESTIMATE ............................................................20!6.2! WELDED STEEL TANK ESTIMATE ............................................................................21!

7! BENEFIT/COST ANALYSIS ........................................................................... 23!

7.1! PRESTRESSED CONCRETE TANK COST ANALYSIS ...................................................23!7.2! WELDED STEEL PLATE TANK COST ANALYSIS .......................................................23!7.3! RESULTS OF COST ANALYSIS AND BENIFITS ...........................................................24!

8! CONCLUSION ................................................................................................ 25!

9! RECOMMENDATIONS .................................................................................. 26!

10!!!REFERENCES ............................................................................................... 27!

List of Tables: Table 1: Weld vs. Bolted Tank Construction ................................................................................ 7!Table 2: Specified Snow Load Parameters ................................................................................. 9!

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Table 3: Specified Wind Load Parameters ................................................................................ 11!Table 4: Concrete Tank Cost Estimate Summary ...................................................................... 20!Table 5: Steel Tank Cost Estimate Summary ............................................................................ 21! List of Figures:

Figure 1: Snow Distribution and Snow Loading Factors for Simple Arch or Curved Roofs ........ 10!

List of Appendices:

Appendix A - Various Tank Options and Dimensions Appendix B - Detailed Snow Load Calculations Appendix C - Detailed Wind Load Calculations Appendix D - Detailed Seismic Load Calculations Appendix E - Detailed Concrete Shell Design Calculations Appendix F - Detailed Concrete Parabolic Dome Roof Design Calculations Appendix G - Detailed Concrete Saddle Design Calculations Appendix H - Detailed Concrete Foundation Design Calculations Appendix I - Detailed Concrete Connection Design Calculations Appendix J - Detailed Concrete Hatch Design Calculations Appendix K - Detailed Steel Shell Design Calculations Appendix L - Detailed Steel Tank Concrete Foundation Design Calculations Appendix M - Detailed Steel Connection Design Calculation Appendix N - Detailed Weld and Steel Hatch Design Calculations Appendix O - Detailed Project Schedule Appendix P - Detailed Construction Drawings Appendix Q - Detailed Concrete Cost Estimate Appendix R - Detailed Steel Cost Estimate Appendix S - Detailed Maintenance Analysis Appendix T - Construction Crew List

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Engineering 8700 – Group 4 5

1 INTRODUCTION

1.1 BACKROUND

fga Consulting Engineers Limited was established in 1983 and is a wholly owned and operated Newfoundland and Labrador firm. They provide a wide range of multi-disciplinary consulting engineering services in many areas with one of their specialties being storage tanks. fga Consulting Engineers Ltd. are capable of providing project management for tank cleaning, inspection, and repair design and execution.

1.2 PROJECT DESCRIPTION

SGMC Consultants have conducted a potable water storage tank option study to determine a preferred alternative for its design and construction. It is required that the water tank store 3.8 M litres of potable water to service the developing city of St. John’s. The two options to be analyzed were an above ground reinforced concrete tank and an above ground structural steel plate tank. Different design schemes and materials for the roof have been considered along with various foundation designs, which correlate with the applied loadings to provide a list of options for consideration. SGMC Consultants have collaborated with fga Consulting Engineers Ltd. to determine two viable design options and a complete analysis of these two schemes have been conducted.

The scope of work for the design options include a preliminary design for each of the tanks considered. The preliminary designs are completed in significant detail to provide cost estimates for comparison purposes. AutoCAD 2010 software was used to construct design drawings detailing each tank option. The drawings are provided with enough detail to allow the client to determine design features and materials. A list of advantages and disadvantages for each design was developed to aid in determining the recommended option. The list identifies the life expectancy of material used, required maintenance, initial construction costs and a benefit/cost analysis for each option. The report contains detailed construction estimates for each option and a final recommendation based on gathered information and design options.

The preliminary design data for the water tank, geotechnical information, and environmental considerations have been provided by fga Consulting Engineers Ltd. and additional data was made available upon request. All environmental data was determined assuming the water tanks will be constructed in St. John’s, Newfoundland and Labrador. The water tank has a known capacity of 3,800,000 litres, a total height of 16.6 m and a diameter of 18.6 m. The geotechnical information provided includes an ultimate bearing capacity of 1,500 kPa, allowable bearing capacity of 500 kPa and a maximum depth of foundation of 2.1 m. Any additional data required was discussed with fga Consulting Engineers Ltd. in weekly meetings, via e-mail, or by telephone depending on its urgency.

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2 PRELIMINARY PROJECT COMPONENTS

2.1 STATEMENT OF QUALIFICATIONS

SGMC Consultants submitted a “Statement of Qualifications” on January 13, 2010. It contained a mission statement and information regarding the background of the team. The SOQ also included the title, expertise and previous work experience of each team member, as well as contact information.

2.2 RESEARCH

Research regarding conventional tank design, environmental, geotechnical, and building codes was completed. All environmental regulations and geotechnical investigations were related to the St. John’s area and were provided by fga ConsultingEngineers Limited. The building codes and tank design books essential for design and implementation of both tank options are as follows:

• Concrete Design Handbook, Third Edition (Cement Association of Canada, 2006)

• Handbook of Steel Construction, Ninth Edition (Canadian Institute of Steel

Construction, 2007)

• National Building Code of Canada (Canadian Commission on Building and Fire

Codes, 2005).

• Prestressed Concrete; A Fundamental Approach, Fourth Edition

• Aboveground Storage Tanks.New York, NY: McGraw Hill.

2.3 BRAINSTORMING

Brainstorming played a major role in determining the material and design schemes considered in this project. Appendix A contains a list of suggested materials and dimensions to be used for tank analysis and design.

SGMC Consultants presented fga Consulting Engineers Limited with a tank material matrix. A decision was made to analyze two of the various tank options, due to time constraints. The two selected tank options are a cylindrical concrete shell with a concrete dome roof and a cylindrical steel shell with an aluminum geodesic dome roof.

A chart illustrating possible tank dimensions was provided to fga Engineering Consultants Limited during a client meeting. It was suggested that an economical tank height would be a multiple of the steel sheet heights being used to reduce steel cutting and preparation. A tank size was then selected with the following dimensions:

• Height of shell = 14.6 m

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• Diameter of Tank = 18.6 m

With a shell material selected for both tank options, methods of constructing each tank were analyzed as follows:

• Using prestressed concrete as opposed to cast in place concrete for the shell of

the concrete tank. After researching both methods, SGMC Consultants

concluded that prestressing is a more conventional construction method (90% of

North American concrete tanks) because the tensioned reinforcement is more

suitable for the large hydrostatic loads present in such a tank.

• Using a welded metal shell as opposed to a bolted metal shell. Table 1 lists the

advantages and disadvantages of both construction methods.

ADVANTAGES DISADVANTAGES

WELDS

• More resistance to earthquake damage

• Can be built in any size and capacity (up to 20MG)

• Tanks are made of thicker/heavier steel thus adding to useful life

• Weld tanks can be easily and cost – effectively adapted for cathodic protection systems thus extends the useful life

• Welded tanks are easier to coat

• With proper maintenance, the useful life of a weld tank is 50 to 75 years

• Not all components of the tank can be coated due to its pre assembly thus causing corrosion.

• Erection time is longer and more costly due to the need of cranes

• More expensive at the time of construction i.e. material cost

BOLTS

• Coatings are applied in a controlled environment

• Standardized parts meaning they have consistency and makes erection time easier

• All erections are done from the ground up so costly cranes and lifts are not needed

• Safety risks are greatly reduced

• 20% less cost (Construction cost)

• Every bolt is a potential point of weakness thus there are more catastrophic failures

• Bolted tanks are gasketed thus expensive jumper connections must be used to bond together every stave

• Bolted tanks are subjected more to corrosion

• Greater maintenance time (tanks need to be taken apart and reassembled)

• Life span of tank is between 25 to 30

years

Table 1: Weld vs. Bolted Tank Construction

After close consideration of both methods, welding was estimated to be the most beneficial from a benefit/cost perspective.

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2.4 SCHEDULE

SGMC Consultants presented fga Consulting Engineers Limited with a work schedule in the initial stages of the project. The schedule was developed using Microsoft Project so the status of each item in the scope of work were readily available to all parties. The timeline assigned to each item were based on their estimated duration to complete the project in an efficient and realistic manner. The detailed schedule is provided in Appendix O.

The schedule was updated weekly to ensure all project deadlines and milestones would be completed on time. SGMC had a recovery plan to reassign manpower should the project fall behind schedule. This proved to be beneficial as SGMC Consultants had mid term examinations and assignments that were concentrated during several weeks of the semester.

Other notable information regarding the project schedule was the expected 4 week duration for cost estimating. SGMC Consultants were able to complete all quantity take offs and construction cost estimates over a 2 week period. It is recommended for future similar studies to decrease the duration for cost estimating and correspondingly increase the timeline for drafting requirements. The ability to review the schedule in weekly meetings aided SGMC Consultants in meeting project deadlines and completed all milestones in an effective and timely manner.

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3 DESIGN LOADS

3.1 SNOW LOAD

The annual precipitation across Canada varies according to geographic location and is influenced by certain factors such as ground elevations, wind direction and the proximity to water bodies. Maximum annual snow depths are measured at over 1600 sites across the country and the National Building Code of Canada (2005) uses these values to predict the maximum 1-in-50-year snow accumulations, which occur at each site. The 1-in-50-year ground snow load (Ss) of 2.9 kPa and the 1-in-50-year rain load associated with snow (Sr) of 0.7 kPa determined from measured data in the City of St. John’s, Newfoundland were used as a basis for the determination of the tank roof snow loads given by the formula: (3) (5)

• S = Is[Ss(CbCwCsCa) + Sr]

SGMC Consultants assumed and calculated values for the parameters in the specified snow load equation are illustrated in Table 2.

SYMBOL DESCRIPTION VALUE

Is Importance Factor for Snow Load 1.00

Ss 1-in-50-year Ground Snow Load (kPa) 2.90

Sr 1-in-50-year Rain Load Associated with Snow (kPa) 0.70

Cb Basic Snow Load Factor 0.80

Cw Wind Exposure Factor 0.75

Cs Slope Factor 1.00

Ca Shape Factor 1.16 Table 2: Specified Snow Load Parameters

An importance factor for snow load (Is) of 1.00 was used in the limit states design because it was assumed that the storage tank is ranked in the normal importance category to account for the low human use and occupancy. Storage tanks are not likely to cause injury or pose a hazard to human life should the tank fail and are therefore ranked in the normal importance category. (3) (5)

Snow loads on roofs are generally less than the measured ground snow loads due to factors such as wind erosion and drifting, sliding of the snow on sloped roofs, and melting that may occur from heat losses through the roof. The basic snow load factor (Cb) is typically taken as 0.80 to account for less snow on the roof, unless it is a large roof where the snow load may be greater than 80%. The tank roof has a characteristic length equal to its diameter of 18.6 m and is therefore not considered a large roof. (3)(4)

The wind exposure factor (Cw) of 0.75 was used in the calculation and based on several assumptions by SGMC Consultants. It was assumed the construction site will

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be open terrain exposing the structure to wind on all sides and the roof being free of obstructions. There will be no accumulation of snow from adjacent structure and therefore the wind exposure will reduce the specified snow load. (3)

The slope of the roof effects are incorporated in the roof slope factor (Cs). SGMC Consultants designed the dome roof in the shape of a parabolic curve. The equation of a parabola was used to determine the slopes tangent to the dome roof. The maximum slope occurs along the circumference of the tank at the roof/wall connection and was calculated to be approximately 25 degrees. Concrete was assumed not to be a slippery material and hence Cs was taken as 1.0. The slope factor was reduced to 0.78 for the aluminum roof to account for the unobstructed slippery surface. (3) (4)

Uniform and unbalanced snow load distributions were considered to determine the shape factor (Ca). Figure 1 taken from Commentary G of the NBC (2005) illustrates the snow distributions for curved roofs and was used to calculate the shape factor. The typical value of 3.0 kN/m3 for the density of snow on a roof was used in the calculation. The distribution of snow load for Case II governed with a value of 1.16 for Ca. (3) (4)

The specified unfactored snow load (S) acting on the horizontal projection of the concrete dome roof was calculated to be 2.72 kPa and 2.27 kPa for the aluminum dome roof. Detailed snow load calculations are provided in Appendix B.

3.2 WINDLOAD

The mean wind speed used in design is the maximum time-averaged wind speed recorded over a one hour time period at an elevation of 10 meters above the ground surface. Wind pressures are the basis for structural design in Canada. The 1-in-50-year reference velocity pressure (q) of 0.80 from Appendix C of the National Building Code of

Figure 1: Snow Distribution and Snow Loading Factors for Simple Arch or Curved Roofs

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Canada (2005) was used to determine the wind loads on the wall and roof of both tanks in the following equations: (3) (4)

• Total Force on Walls: Fw = (Cf)(q)(C*g)(C*e)(A) • Total Force on Roof: Fr = (pi – pe)(A)

Where; pe = (Cp)(q)(C*g)(C*e)

The parameter values in the above equations that were used to calculate the external wind force on the tank walls and roof are summarized in Table 3. The static procedure was followed in the design because the tank has a height of less than 4 times the effective width and is less than 120 m. (5) !

SYMBOL DESCRIPTION VALUE

Iw "#$%&'()*+!,(*'%&!-%&!./)0!1%(0! 2344!

q 25/)56457+(&!8+-+&+)*+!9+:%*/'7!;&+<<=&+!>?;(@! 43A4!

Ce BC$%<=&+!,(*'%&! 234D!

C*e E%&&+<$%)0/)F!G%0/-/+0!,(*'%&!9(:=+!-%&!=<+!%)!H/::<!%&!B<*(&$#+)'! I3DJ!

Cg K=<'!B--+*'!,(*'%&! I344!

C*g E%&&+*'+0!,(*'%&!-%&!H/::<!()0!B<*(&$#+)'<! 23L2!

Cf ,%&*+!E%+--/*/+)'! 4364!

Cp BC'+&)(:!;&+<<=&+!E%+--/*/+)'! 52344!

Table 3: Specified Wind Load Parameters

The exposure factor (Ce) incorporates the change in the mean wind speed with

vertical height above ground level. The calculation for Ce is a function of the reference height, which is the height above ground level to the midpoint of the structure’s roof. The reference height for the tank is 15.6 m, located in an assumed open terrain, resulting in a calculated exposure factor of 1.09. It is assumed that the tank will be constructed on a hill or escarpment, and therefore a modified exposure factor (C*e) value was calculated to account for the amplification of the wind speed. C*ewas calculated to be 2.97 based on the assumptions that the shape is a 2-dimensional escarpment and the structure is on the crest of the hill where the wind amplification is the highest. (3) (5)

The external gust effect factor (Cg) is the ratio of the peak gust wind pressure to the 1-in-50-year mean hourly wind pressure. A typical value used for structures as a whole is 2.0 and hence was taken for Cg. The corrected gust factor (C*g) was calculated to be 1.61 which accounts for the speed-up of over hills and escarpments. (3) (4)

The force coefficient (Cf) of 0.50 was determined based on the slenderness ratio and the assumption of concrete being moderately smooth. Values for Cfare determined based on the structure slenderness ratio and the type of cross section and roughness. The external pressure coefficient (Cp) has a value of -1.0 and is used to calculate the suction pressure on the tank roof. (3) (4)

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The total unfactored force on the walls (Fw) resulting from the wind load was calculated to be 477.5 kN or 1.76 kPa. The total unfactored force on the roof (Fr) due to wind load was calculated to be 955.4 kN or 3.52 kPa. Detailed wind load calculations are provided in Appendix C.

3.3 SEISMIC LOAD

The effect of earthquake load occurs at the contact surface with the ground and can be detrimental to a structure. The seismic load need not be considered if the design spectral acceleration has a value less than 0.2. Although the calculated spectral acceleration was 0.126, the seismic loading was not considered in design as the National Building Code of Canada (2005) states that the seismic load calculations do not apply to several structures, included storage tanks. Detailed seismic load calculations are provided in Appendix D. (3)

3.4 ROOF LIVE LOAD

The live load was determined based on the intended use and occupancy on the tank roof. Since the only probable live load on the roof shall be for maintenance purposes, the minimum specified uniform distributed live load of 1.0 kPa for roofs was assumed. (3)

3.5 DEAD LOAD

The self weight on the construction material was considered in the design process. The unit weight of 2,400 kg/m3 for normal weight concrete was assumed in the design of the prestressed concrete tank. The unit weight of 7,850 kg/m3for structural steel was assumed in the design of the welded steel tank. Point loads due to construction equipment were also included in the design calculations.

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4 PRESTRESSED CONCRETE TANK DESIGN

The form in which the concrete tank will take is based on tank design convention, as determined during the research and brainstorming phases of the project and the design loads, as discussed in the previous two sections. Many assumptions were made to progress this design with respect to material choice and building system, all of which were based on economy, convention, and environmental factors. The design process can be distinctly divided into five components: the prestressed shell, the parabolic dome roof, the structural support foundation, shell and foundation connection and hatch design. Detailed construction drawings are provided in Appendix P.

4.1 SHELL DESIGN

The design of the shell is required to accommodate the hoop stresses and bending moments acting on it via the hydrostatic pressure of the potable water contained within. The connection system assumed is a hinged base connection with a freely moving top. This system eliminates the potential for large stresses due to bending moments at the wall-slab connection. Since the hinged connection does not carry the moments on the shell created by the hydrostatic force, it is necessary to provide vertical prestressing reinforcement to carry these moments, in addition to the horizontal prestressing reinforcement intended to carry the ring force created by hydrostatic pressure. The prestressing reinforcement was chosen to be 270 grade !” 7 wire prestressing strand and concrete was chosen to have 35 MPa compressive strength.

It was found that the critical vertical moment was 29.1 kN·m/m and occurred at 13.3m water depth. The critical hoop force was determined to be 133 kN/m and occurred at 11.9m water depth. From these parameters it was determined that a shell thickness of 200mm was suitable for design.

It can justly be assumed that a 26% total prestress loss can occur after tendon jacking. Considering these losses, in relation to the hoop stresses found above it was determined that approximately 16 horizontal prestressing tendons per meter height are required. Assuming the same prestress efficiency it was found that vertical prestressing required a 66 mm centre to centre tendon spacing around the entire circumference of the tank. Detailed concrete shell design calculations are provided in Appendix E. (6)

4.2 PARABOLIC DOME ROOF DESIGN

The design of the dome roof is required to accommodate the snow loads, maintenance loads, and dead loads that have the potential to contribute to dome buckling; and wind loads that create suction forces with the potential to displace the dome roof from the top of the tank. The connection system assumed is a freely moving top resting on a saddle formed in to the top of the shell. A neoprene pad is provided at the point of contact between the dome and shell to reduce abrasive damage. This

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system eliminates the potential for large stresses due to bending moments at the wall-dome connection. A ring beam is provided on the outer perimeter of the dome and is reinforced with prestressing strand. This ring beam is provided to counteract the reactive forces created by the shell-dome connection. The prestressing reinforcement was chosen to be 270 grade !” 7 wire prestressing strand and concrete was chosen to have 35 MPa compressive strength. Detailed concrete saddle design calculations are provided in Appendix G.

The first mode of failure designed for was displacement of the dome due to suction created by the wind forces. A suction load of 3.5 kPa was found to act on the dome under the assumed environmental conditions. There were several options available to ensure that failure of this nature would not occur. The options discussed included thickening the dome to the required dead load, adding T-beams to the dome to stiffen it and add the required dead load, or making a rigid connection to the shell via dowels. It was decided that making the dome thicker would be the most desirable solution, adding T-beams would increase costs due to form work and a rigid connection would create moment and torsional forces at the connection that would require extensive reinforcing. After applying the applicable load factors to the abovementioned forces it was determined that a dome thickness of 242 mm is adequate.

The second mode of failure designed for was buckling due to snow loads, maintenance loads, dead loads, and dimensional characteristics. The dome radius was found to be 22 m and the dome thickness was assumed to be 242 mm from the calculations mentioned above. The angle that the dome makes with the top of the shell was found to be 25º. Because this angle is less than 51º it follows that the entire dome would be in compression and only temperature reinforcement is required in the dome. Finally, it was determined that a dome thickness of 242 mm was suitable to withstand buckling. Detailed concrete parabolic dome roof calculations are provided in Appendix F. (6)

4.3 FOUNDATION DESIGN

SGMC Consultants designed the foundation as a ring beam to withstand the tension forces created from the hydrostatic pressure applied uniformly to the tank shell. For ease of construction, the ring beam will be poured as a continuous slab. The self weight of the slab was considered, but would not be a determining factor in design, as the downward forces created from the slab weight would cancel with the upward bearing force created from the soil (bedrock in this case). As per a request from fga Consulting Engineers Ltd. the foundation will be 2.0 ft thick. When all of the necessary checks were completed it was established that reinforcement is not needed in the foundation to counteract the tension forces from the shell. The only reinforcement to be used is temperature reinforcement.

Calculation of the length in which the slab extends past the shell exterior resulted in 2 ft. This length allows for extra foundation strength, added surface area to offset moments produced at the shell base and provides the workers a level footing to construct the shell. Detailed concrete foundation design calculation are provided in Appendix H. (6)

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4.4 SHELL AND FOUNDATION CONNECTION DESIGN

It was decided, with consultation with the client, that a hinged shell to slab connection would be used. A hinged connection allows only shear transfer and eliminates large moments created by rigid connections. SGMC Consultants decided the hinged connection would be an angle bolted to both the shell and foundation on the exterior face of the shell. This connection must be able to withstand the hydrostatic pressure created at the base of the tank, wind and tendon jacking, concrete break out resistance and pull out resistance.

The factored hydrostatic force applied at the base of the shell was 1587 KN, which is the determining factor of size and number of bolts in design. Substituting this force for the shear and bearing capacity determined that shear transfer governed. An angle of 203 mm x 203 mm x 13 mm, along with 8 – A490M, M24 bolts per meter length in each angle leg will be utilized to counteract the force.

The force due to wind and tendon jacking was 243 KN. Because this force is less than the hydrostatic pressure, shear at the angle – leg connection and shear/bearing failure of the bolt fastened to the foundation need not be checked. Necessary checks include torsion of both the angle and bolts and shear block tear out in the perpendicular and parallel plane, which all had a much greater resistance then the applied force.

The last two modes of failure SGMC Consultants had to verify was concrete break out resistance and pull out resistance. All necessary calculations were completed and the proposed connection will not fail under these conditions.

When reviewing the construction process of the shell and foundation connection it was determined that it would be nearly impossible to place the angle over the bolts if the shell and foundation bolts were both cast-in-place. A simple solution is to cast a steel sleeve into the foundation and slot the holes connecting the angle to the shell. This will allow the contractor to push the anglehorizontally over the cast-in-place bolts and the slotted hole can be utilized to align the other holes with the sleeve. Detailed concrete shell to foundation connection calculations are provided in Appendix I. (6)(7)

4.5 HATCH DESIGN

There are two steel hatches designed for the concrete tank:

1. A 915 mm diameter maintenance hatch is required to provide access for repainting, weld testing and cleaning. The hatch is located just above the foundation connected to the shell.

2. A 610 mm diameter inspection hatch provides access for testing purposes

and to check water levels. It is fastened at the edge of the dome roof, to allow for ladder access.

The base of the maintenance hatch was placed 600 mm from the foundation and

was designed to withstand a hydrostatic pressure and factored force of 164 kPa and

FINAL REPORT



108 KN, respectfully. Using A325M, M16 bolts, it was determined that the hatch only required one bolt to successfully counteract the applied hydrostatic pressure. To create a good seal between the hatch flange and shell a spacing of 120 mm would be adequate. This spacing yielded 28 bolts evenly spaced around the circumference of the center of the flange. Other checks included concrete break out resistance and pull out resistance, which were both higher than the applied hydrostatic pressure.

The inspection hatch was designed to withstand snow and wind loading as well as self-weight of the steel door, flange and accessories. Detailed concrete hatch design calculations are provided in Appendix J.(Needs to be finished) (6)(7)

FINAL REPORT



5 WELDED STEEL TANK DESIGN

The welded steel tank design is based on the American Water Works Association (AWWA D100-05) Standard. The design is typical for steel storage tanks, as determined through research and brainstorming and has been designed to withstand all of the design loads. The five main components of the design process are the welded steel shell, geodesic dome roof, structural support foundation, shell to roof and foundation connections and the maintenance hatch.Detailed construction drawings are provided in Appendix P.

5.1 SHELL DESIGN

The design of the shell is based on the requirements to accommodate the normal stresses in the circumferential or hoop direction developed from the hydrostatic pressures as well as the longitudinal or axial direction due to the loads from the self weight and environmental loads on the roof. The ratio of the tank radius to the plate thickness (R/t) was determined to be greater than 10 and therefore considered a thin wall vessel. The stress distribution throughout the thickness of a thin wall vessel does not vary significantly and hence was assumed to be uniform or constant. The connection system was established as a hinged connection to eliminate the development of large stresses due to bending moments at the wall-slab and wall-roof connection. (Hibbler)

The Von Mises criteria was the first method used to calculate an initial plate thickness. The internal gauge pressure developed by the contained water was calculated to produce 137.5 kPa. Geodesic dome research yielded a self weight assumption of 289 kN for the dome and components combined. The required thickness assuming 350 MPa structural steel was calculated to be 5.0 mm. (Hibbler)

Although the Von Mises criterion was used to estimate an initial slab thickness, the AWWA Standard was the final design method. This standard is based on working stress design and the steel members were designed so the maximum stresses would not exceed 99.3 MPa. The thickness of the cylindrical shell plates stressed by pressure of the tank contents was calculated to be 21 mm for the bottom plates of the shell and 25.4 mm (1 inch) thick plates were chosen for design. The stress by the pressure of the tank contents decreases as the height of the tank increases. SGMC Consultants decided to reduce the plate thickness at mid-height (7.3 m from ground elevation). The thickness of the cylindrical steel plates from mid-height to the top of the tank were calculated to be 10 mm and 12.7 mm thick plates (1/2 inch) were chosen for design. (12)

The combined stresses for members subject to both axial and bending stresses must be proportioned so that the ratio of actual unit stress to permitted axial unit stress added to the ratio of actual bending unit stress to permitted bending unit stress is less than 1.0. This check was performed to ensure that neither design thickness would be subjected to greater axial or bending unit stress than permitted by the standard and both design thicknesses met this requirement. (12)

FINAL REPORT



The longitudinal and circumferential joints between the steel plates will be connected using a complete penetration double-V butt joint weld. Preparation time is greater compared to the single-V joint, but less filler metal is needed because of the narrower angle. The full panel welds to be used will develop the same resisting strength as the structural steel panels. Detailed weld design calculations are provided in Appendix N.

The storage tank will be equipped with a dome so a top shell girder is not required. It was determined intermediate girders were also not required as the calculated spacing between girders was 90.6 m. This spacing is greater than the height of the shell therefore no intermediate girder is required. All detailed steel shell design calculations are provided in Appendix K. (12)

5.2 ALUMINUM GEODESIC DOME ROOF

The parabolic aluminum geodesic dome roof was not designed by SGMC Consultants as it was decided through discussing with fga Consulting Engineers Limited to purchase the roof from a manufacturer. The aluminum roof is ideal for potable water storage tanks as it will prevent contamination from rust which is a common occurrence with steel roofs. The roof is designed based on the clear span of the tank as well as the loadings acting on the tank. The geodesic dome roof contains a pre engineered a 30 inch diameter inspection hatch. The recommended manufacturer is Ultraflote Corporation, as they supplied the domes for Kenmount Hill, in St. John’s, NL. (13)

5.3 FOUNDATION DESIGN

The slab on grade foundation for the steel tank was designed assuming bedrock sub grade, an ultimate bearing capacity of 1,500 kPa and an allowable bearing capacity of 500 kPa, as provided by fga Consulting Engineers Limited. The top of the foundation will be 6 inches above finished grade and will be graded to slope uniformly downward to the centre of the tank at a slope of 2.0%.

The preliminary assumptions for the concrete slab were a sub grade modulus, k of 300 psi for bedrock, a slab thickness of 610 mm (2 ft) and a concrete strength of 35 MPa. The slab design calculations include an extension of 2 ft outside the tank walls for practical purposes.

The total pressure acting on the slab due to the weight of water and all tank components was calculated to be 160 kPa which is less than the allowable bearing capacity. The slab would be subjected to a line loading from the tank wall and a stationary uniformly distributed live load due to the contained water. The assumed slab thickness of 610 mm was capable of withstanding the applied loads without any reinforcement. However, temperature reinforcement is a minimum requirement for slab design and 4 No. 20 M bars at 250 mm spacing was determined to be placed in both the longitudinal and transverse direction with a concrete cover of 60 mm. All detailed concrete foundation design calculations are provided in Appendix L. (6) (7) (12)

FINAL REPORT



5.4 SHELL CONNECTION DESIGN

The design of the connection of the roof to the tank wall resulted in using an L102X102X9.5 steel angle with bolts connecting the angle to the steel wall and to the aluminum roof. The design considered shear, bearing and tension forces along with shear block tear out and prying action. It was determined that 3 M22 A325 bolts per meter would be sufficient to resist the governing suction force due to wind.

Although the aluminum roof is typical in industry, SGMC Consultants were aware of the electric charge that will occur with the aluminum and steel contact in the presence of water and oxygen. This would result in corrosion with the aluminum potentially completely deteriorating around the bolt. It was decided that stainless steel bolts will be used in the roof to steel angle connection along with a neoprene pad separating the steel and aluminum.

The steel wall to tank connection is designed to be a pinned connection so no moment can be resisted by connecting the wall to the foundation using a steel angle and bolts. The anchor bolts required for connecting the steel walls into the concrete foundation were designed to resist the shear force of 1,596 kN per meter of circumference. It was determined that the L203X203X14 angle with 8 M24 A490 bolts per metre was capable of resisting the hydrostatic pressure an chosen for the wall to slab connection. The wind loading was considered for the bolts in the wall connection. I was determined that 1 M24 A490 bolt per meter would be sufficient to resist the loading however 7 bolts were used at equal spacing staggering the anchor bolts. All detailed steel connection design calculations are provided in Appendix M. (7) (12)

5.5 MAINTENANCE HATCH DESIGN

A maintenance and inspection hatch is required for access into the steel tank. The aluminum dome roof is to be designed by Ultrafloat, a certified consulting firm specializing in aluminum geodesic dome roofing system. The inspection hatch is located in the aluminum roof and is therefore pre-designed.

A 915 mm inspection hatch was designed to be located at 600 mm from the tank bottom. The hydrostatic pressure at this point was calculated to be 132 kPa, which applies a factored resultant force of 108 kN acting on the hatch area. The tension and bearing capacity of the hatch was analyzed and it was determined that 1 A325M, M16 bolt was required. However, to maintain a secure seal between the flange and the rubber gasket, 28 M 16 A325 M bolts was chosen at 120 mm spacing. All detailed hatch design calculations are provided in Appendix N. (7) (12)

FINAL REPORT



6 DETAILED COST ESTIMATES

RSMeans Costworks construction estimator was used to estimate the cost of the steel and concrete tank. The software provides both material and labour cost estimates associated with the work. The quantities of material required for the construction of each tank were calculated from the tank designs and input into Costworks to obtain an estimate. The capital costs of each tank were compared during the benefit/cost analysis to determine which storage tank would be the most economical and practical for fga Consulting Engineers Limited.

6.1 PRESTRESSED CONCRETE TANK ESTIMATE

The prestressed concrete tank estimate includes six major items as summarized in Table 4. The concrete shell has the highest construction cost due to the large quantities of material required. The shell estimate contains 1,700 square metres of formwork along with 340 cubic meters of 34 MPa concrete. The horizontal and vertical prestressing strands are included and total approximately 26,500 kg of steel. The labour costs was determined for finishing 850 square meters of concrete on the inside and outside of the tank walls.

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Table 4: Concrete Tank Cost Estimate Summary

The concrete roof requires 315 square meters of formwork and 90 cubic meters of 34 MPa concrete. The roof requires 620 kg of steel for the prestressing strands as well as 1.8 metric tonnes of reinforcing steel required for temperature reinforcement in the dome. Other notable items included in the roof estimate are the cost for placing the dome as well as the labour required for finishing the outside as well as sandblasting and finishing the inside portion.

The concrete slab item includes all necessary excavation and earthwork prior to the slab construction. It was assumed that 216 bank cubic meters of common earth would be excated and 108 loose cubic meters to be hauled and backfilled. 360 squared

FINAL REPORT



meters of fine grading for the slab on grade was included in the cost estimate. The cost for forming and pouring of 178 cubic meters as well as placement of the concrete slab was a significant cost in the slab estimate. The labour and material cost for placing 5.47 metric tonnes of reinforcing steel were also considered as well as as 296 square meters of concrete finishing.

The slab to shell connection requires 24 square meters of formwork and 52 cubic meters of 34 MPa concrete for the water stop encasement. The ribbed PVC waterstop is 58 meters long with a thickness and width of 12 mm to 230 mm respectively. The structural steel angle L203x203x13 was designed and requires 120 meters of length to connect the shell to the slab. The connection details a total of 445, 200 mm high strength M25 A490 bolts for the top and bottom flanges combined.

The final two items in the cost estimate are the ring beam and the inspection and maintenance hatches. The ring beam requires 58 square meters of forming and finishing for 15 cubic meters of 34 MPa structural concrete. Other items include 0.2 metric tonnes of reinforcing steel for the saddle as well as 25 square meters of neoprene padding. The material and labour for the hatches have a total estimated cost of $1,500 as shown in Table 4. The total capital cost for the concrete tank is approximately $715,700 and the detailed cost estimates including all quantities of contruction material required for each major item are provided in Appendix Q.

6.2 WELDED STEEL TANK ESTIMATE

The welded steel tank estimate includes five major items as summarized in Table 5. Similar to the concrete tank, the shell has the highest construction cost due to the large quantities of material required. The steel plates used from the tank bottom to mid-height have a 446 square meter quantity of 1 inch thick structural steel plates. From the mid-height of the tank to the top it was designed to reduce the thickness of the plates to ! inch. 446 square meters of ! inch plates were incorporated into the shell estimate. The steel plates require 1,784 square meters to be sprayed with paints and protective coatings. The connection of the plates yielded 50 kg of stainless steel weld rod for the complete penetration Double-V butt welds.

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Table 5: Steel Tank Cost Estimate Summary

FINAL REPORT



The geodesic aluminum dome roof was estimated based on its 3,390 square foot surface area. The cost estimate includes shipping and the labour and equipment cost to install the roof. An inspection hatch is pre-designed in the aluminum roof and the cost for the maintenance hatch in the steel wall was estimated to be $1,500 as shown in Table 5.

The concrete slab for the steel tank was designed the same as the concrete tank resulting in all the same material and labour quantities. Therefore, the cost for the construction of the slab was identical however the connections differ.

The connection of the aluminum roof to steel shell requires 59 meters of the structural steel angle L103x103x9.5. The roof is designed to be connected to the angle using 177 high strength M22 A325 bolts with a 200 mm length and to the shell with 177 high strength M22 A325 bolts having 100 mm length. The connection of the steel shell to concrete foundation will require 59 meters of the structural steel angle L203x203x14. The shell is designed to be connected to the angle using 413 high strength M25 A490 bolts and to the concrete slab using 474 high strength anchor bolts. The total capital cost of the steel tank is approximately $828,900 and the detailed cost estimatesincluding all quantities of contruction material required for each major item are provided in Appendix R.

FINAL REPORT



7 BENEFIT/COST ANALYSIS

Because a water storage tank is a long-term investment and is such a critical part of the water supply infrastructure, it is important for consulting engineers and their clients to evaluate the type of tank that they are purchasing and the maintenance that comes with it. To verify which storage tank is most cost efficient, the construction costs and maintenance, over a specified service life was analyzed. A list of maintenance procedures and related costs is provided in Appendix S.A future value was then deduced for each tank over a life expectancy of 25 years, provided to SGMC Consultants by fga Consulting Engineers Ltd.

7.1 PRESTRESSED CONCRETE TANK COST ANALYSIS

Prior to analyzing the maintenance costs of the concrete it was determined in the previous section that the concrete tank will cost approximately $ 715,686 to construct.

Over its service life the tank will need to be checked for cracks every 1 ! years. If cracks are found the tank will need to be abrasively blasted, and then sealed with a water proofing material to prevent water intrusion into the tank.

There is a chance that the concrete roof could deteriorate, creating a structural concern. If so, the tank will need to be drained and the roof would be replaced. This is highly unlikely, as a reinforced concrete dome roof would typically have a life expectancy much greater than 25 years.

7.2 WELDED STEEL PLATE TANK COST ANALYSIS

As mentioned in the cost estimate section, materials and construction of the steel tank will cost approximately $828,878.

The welds of the steel tank are checked once a year to ensure all welded connections are free of erosion. Erosion of welds can cause leaks and create serious strength and safety issues.

Once a year the shell thickness is checked for deterioration and weak spots. If the shell is found to be thinner and weak spots occur, massive reconstruction will be needed to maintain the tanks structural integrity. This procedure can be quite costly, depending on the extent of deterioration.

Over the 25 year service life the steel tanks interior will need to be repainted with an epoxy coating. This process involves draining and cleaning the tank then applying an even coat of a CSA approved epoxy paint.

FINAL REPORT



7.3 RESULTS OF COST ANALYSIS AND BENIFITS

The table below summarizes the capital and maintenance costs associated with the concrete and steel tank;

Costs Concrete Tank Steel Tank Capital Costs $715,686 $828,878 Maintenance Costs $64,400 $128,800 Total Costs $780,086 $957,678 Table 6: Capital and maintenance cost summary

After analyzing both tanks it was determined that the concrete tank will be cheaper to construct and also cheaper to maintain. The benefits of a concrete tank include its cheap construction and maintenance. A concrete tank is also very reliable and has a long service life. On the other hand, steel tanks are a preferred design in the St. John’s area. SGMC Consultants conducted some field investigation and discovered steel tanks outnumber concrete tank approximately six to one. This would suggest that contractors in the St. John’s region are more specialized and experienced in steel tank construction. In addition the prefabricated aluminum roof of the steel tank can be designed and constructed prior or during the construction of the foundation and shell. This will reduce the scheduling implications of the steel tank, decreasing costs and allowing a quick turnover. The benefits of the steel tank look promising, but the cheap capital and maintenance costs of the concrete tank make it a more desirable design. SGMC Consultants recommends that a concrete storage tank be designed and constructed for the developing city of St. John’s, Newfoundland and Labrador.

PROJECT REPORT



8 CONCLUSION

SGMC Consultants conducted a cost comparison for a 3.8 M litre capacity potable water storage tank for fga Consulting Engineers Ltd. Through research and brainstorming it was decided that the two viable design options to be analyzed in determine the preferred alternative for design and construction was a prestressed concrete tank and a welded steel tank. The concrete tank was designed with a parabolic concrete dome roof and the steel tank supports an aluminum geodesic dome roof.

The preliminary designs required significant detail for cost estimation. The dimensions consisted of a tank diameter of 18.6 m and a height of 14.6 m. These were chosen to accommodate the structural steel plates used in the construction of the steel tank and kept consistent for comparison purposes. The tanks were designed to resist the calculated snow loads, wind loads, live loads, dead loads and the hoop stress and moments developed by the hydrostatic pressure due to the contained water.

During the design process, it was determined that a true pinned connection between the tank shell with the foundation and roof would be used. This system eliminates the potential for the development of large stresses in these areas. The concrete shell and roof thicknesses required to resist the applied loadings were designed to be 200 mm and 240 mm respectively. The steel shell consists of 25.4 mm thick plates for the bottom half of the tank and reduced to 12.8 mm plates for the top half to account for the hoop stresses decreasing with height. The recommended roofing system specialists, Ultrafloat Corporation, would design the aluminum geodesic dome according to the specified loads. The concrete and steel tank both required similar uniform slab on grade foundation with a 610 mm height.

Construction drawings in AutoCad2010 were provided for both tanks and used to determine the quantities of material required for construction. A detailed cost analysis was performed based on the initial capital cost and individual maintenance activities costs over a specified life expectancy period of 25 years. The initial capital cost for the concrete tank was $715,686 compared to $828,878 for the steel tank. The maintenance costs for the steel tank had a total cost of $128,800, which includes yearly welding, and thickness testing and one paint/epoxy coating. The concrete tank maintenance cost was estimated to be $64,400 over the 25-year period and accounts for yearly crack inspections and two roof blasting/seal requirements.

SGMC Consultants considered other advantages and disadvantages of both options prior to concluding the recommended construction material. Field observations noted that steel is a preferred design by contractors in the St. John’s area as the steel to concrete tank ratio is approximately 6:1. The prefabricated aluminum geodesic dome roof has the ability to be constructed at the same time as the foundation and shell. This is beneficially to the scheduling of the project and has the potential to be constructed in a shorter time period. The overall comparison revealed concrete to be the material of choice due to its initial cost efficiency, low maintenance, reliability and the long material life expectancy.

PROJECT REPORT



9 RECOMMENDATIONS

The prestressed concrete tank option is recommended based on the information documented in this water storage tank cost analysis study. SGMC Consultants verified which storage tank was most cost efficient from a capital and maintenace cost perspective and conclude that the prestressed concrete tank is preferred mainly due to its economic cost, low maintenance requirements and long service life.

The detailed cost estimates included all material and labour costs associated with the construction of both storage tanks analyzed. It was determined from these detailed cost estimates that the concrete tank had an initial capital cost of $113,192 lower than the steel tank. This results in an approximately 15% lower material and labour cost for the concrete tank compared to the steel tank. Although this is an appealing figure other considerations such as maintenance requirements and the life of material were necessary before SGMC Consultants could concluded a recommendation.

The analysis of the maintencance cost included the individual maintenance activities for both tanks as well as the total maintenance cost over a specified time period of 25 years for its service life. The maintenace analysis of the concrete tank included roof blasting and seal which was assumed to be required twice over the 25 year period and yearly crack inspections. The total cost for maintenance over the specified time period was $64,400 resulting in a 50% lower rate than the calculated cost for the steel tank. This conclusion was the second determining factor for SGMC Consultants recommendation.

Finally, the reliability and long material life expectancy of concrete were other factors considered in the study. Assuming the tanks are constructed to the specifications of the properly designed tanks, the reliability and material life expectancy is higher for concrete. It was concluded from this data that the advantages of the concrete water storage tank outweight those of the steel tank and hench the concrete tank is recommended for construction.

PROJECT REPORT



10 REFERENCES

1. Myers, Philip E. (1997). Aboveground Storage Tanks. New York, NY: McGraw Hill.

2. Melerski, Edmund S. (2006). Design Analysis of Beams, Circular Plates and Cylindrical Tanks on Elastic Foundations. London, UK: Taylor and Francis Group.

3. National Building Code of Canada 2005, National Research Council of Canada, Ottawa, Ontario.

4. User’s Guide – NBC 2005: Structural Commentaries (Part 4 of Division B). 5. Hussein, Dr. Amgad (P. Eng.). (2009). ENGI 8705 – Structural Building Systems.

Memorial University of Newfoundland, St. John’s, Newfoundland. 6. Cement Association of Canada (2006). Concrete Design Handbook. Ottawa,

ONT : Cement Association of Canada. 7. Canadian Institute of Steel Construction (2007). Handbook of Steel Construction.

Willowdale, ONT : Lakeside Group Inc. 8. “HMT Aluminum Geodesic Dome Roof.” HMT Inc. 2008.

http://www.hmttank.com/Products_Geodesic%20Dome%20Roofs.htm 9. “Foundations.” DKL Engineering Inc. 2009.

http://www.sulphuric-acid.com/techmanual/Storage/foundations.htm 10. “DuroStar TM Tank Roof Options.” VStructural, LLC – A Structural Group

Company. 2010. http://www.durastortank.com/ABOUTDuraStorTANKS/TANKROOFOPTIONS/tabid/1581/Default.aspx

11. “General rules for aboveground storage tank design and operation.” D&B. 2010. http://www.allbusiness.com/manufacturing/chemical-manufacturing/936980-1.html

12. “Welded Carbon Steel Tanks for Water Storage.” American Water Works Association (AWWA D110-05) Standard. 2006.

13. “Ultraflote Technology = Ultimate Quality.” Ultraflote Corporation. 2009 http://www.ultraflote.com/index.html

APPENDICES

3.8 M Litre Water Storage Tank Cost Analysis City of St. John’s, NL

fga Consulting Engineers Limited

Prepared for: Greg Barton; Ken Tobin

fga Consulting Engineers Limited 2 Hunt’s Lane St. John’s, NL

A1B 2L3

Prepared by: SGMC Consultants

Civil Engineering Group 4: Mark Sampson Nikita Gibbons

Russell Murphy Richard Chambers

Faculty of Engineering & Applied Science


A1B 3X5 [email protected]

Course and Instructor: Civil Engineering Project – ENGI 8700

Dr. Steve Bruneau

Date: 5 April, 2010

Appendix A

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Appendix B

Appendix C

Appendix D

Appendix E

Appendix F

Appendix G

Appendix H

Appendix I

Appendix J

Appendix K

Appendix L

Appendix M

Appendix N

Appendix O

3.8 M Litre Water Storage Tank Cost Analysis

SGMC Consultants

WK 3, 1 WK 4, 1 WK 5, 2 WK 6, 3 WK 7, 0 WK 8, 1 WK 9, 2 WK 10, WK 11, WK 12, WK 13, WK 14, WK 15,

January 2010 February 2010 March 2010 April 2010

3.8 M Litre Water Storage Tank Cost Analysis 14/01/10 06/04/10

Research 20/01/10 28/01/10

Environmental, Building Codes and Geotechnical 20/01/10 25/01/10

Conventional Tank Design & Maintenance 24/01/10 28/01/10

Brainstorming and Tank Selection 25/01/10 29/01/10

Various Tank Options and Tank Design Schemes 25/01/10 29/01/10

Submit Work Plan 29/01/10 29/01/10

Design and Structural Analysis 29/01/10 16/03/10

Tank Option 1) 29/01/10 21/02/10

Tank Option 2) 21/02/10 16/03/10

Preliminary Drawings 05/02/10 22/03/10

Midterm Progress Reports and Presentations 16/02/10 16/02/10

Cost Estimating 22/02/10 29/03/10

Quantity Estimation 22/02/10 23/03/10

Productivity Analysis 22/03/10 29/03/10

Benefit/Cost Analysis 15/03/10 05/04/10

Final Report Submission 05/04/10 05/04/10

Final Presentation 06/04/10 06/04/10

Planned EndExpected StartAdditional

Title

Title

Appendix P

Appendix Q

Slab-Concrete Tankfga Consultants

Paradise Newfoundland A1L-2X9

Data Release : Year 2010 Unit Cost Estimate

Quantity LineNumber Source SubContracted Ind.

Description Crew Daily Output

Labor Hours

Unit Material Labor Equipment Total Ext. Mat. Ext. Labor Ext. Equip. Ext. Total Mat. O&P Labor O&P Equip. O&P Total O&P Ext. Mat. O&P Ext. Labor O&P Ext. Equip. O&P Ext. Total O&P

Labor Type Data Release

Zip Code Notes

216 312316130060

Excavating, trench or continuous footing, common earth, 0.38 m3 excavator, 300 mm to 1200 mm deep, excludes sheeting or dewatering B11M 153 0.105 Bm3 -$ 3.91$ 2.58$ 6.49$ -$ 844.56$ 557.28$ 1,401.84$ -$ 5.94$ 2.85$ 8.79$ -$ 1,283.04$ 615.60$ 1,898.64$ STD Year 2010 C15

Excavation for slab on grade

108 312323200016

Cycle hauling(wait, load,travel, unload or dump & return) time per cycle, excavated or borrow, loose cubic meters, 10 min wait/load/unload, 6.12 m3 truck, cycle 1.6 km, 24kmh, excludes loading equipment B34A 208 0.038 Lm3 -$ 1.25$ 1.97$ 3.22$ -$ 135.00$ 212.76$ 347.76$ -$ 1.91$ 2.16$ 4.07$ -$ 206.28$ 233.28$ 439.56$ STD Year 2010 C15

Haul excess from site, assumed half of excavation

108 312323130015 Backfill, light soil, by hand, no compaction 1 Clab 10.7 0.747 Lm3 -$ 24.06$ -$ 24.06$ -$ 2,598.48$ -$ 2,598.48$ -$ 37.32$ -$ 37.32$ -$ 4,030.56$ -$ 4,030.56$ STD Year 2010 C15

Backfill around slab, assume half of excavation

360 312216101100Fine grading, fine grade for slab on grade, machine B11L 870 0.018 m2 -$ 0.69$ 0.74$ 1.43$ -$ 248.40$ 266.40$ 514.80$ -$ 1.04$ 0.81$ 1.85$ -$ 374.40$ 291.60$ 666.00$ STD Year 2010 C15

Grading for slab on grade

37 031113653060

C.I.P. concrete forms, slab on grade, edge, wood, over 305 mm, 4 use, includes erecting, bracing, stripping and cleaning C1 32.52 0.984 m2CA 6.30$ 23.87$ -$ 30.17$ 233.10$ 883.19$ -$ 1,116.29$ 6.82$ 36.72$ -$ 43.54$ 252.34$ 1,358.64$ -$ 1,610.98$ STD Year 2010 C15

Slab on grade forms.

178 033105704300

Structural concrete, placing, slab on grade, direct chute, up to 150 mm thick, includes strike off & consolidation, excludes material C6 84.11 0.571 m3 -$ 14.50$ 0.74$ 15.24$ -$ 2,581.00$ 131.72$ 2,712.72$ -$ 22.08$ 0.81$ 22.89$ -$ 3,930.24$ 144.18$ 4,074.42$ STD Year 2010 C15

Placing of slab concrete, assume ok for 600mm thick

178 033105350400

Structural concrete, ready mix, normal weight, 34 MPa, includes local aggregate, sand, Portland cement and water, delivered, excludes all additives and treatments m3 246.53$ -$ -$ 246.53$ 43,882.34$ -$ -$ 43,882.34$ 270.67$ -$ -$ 270.67$ 48,179.26$ -$ -$ 48,179.26$ STD Year 2010 C15

Concrete material for slab

5.47 032110600600

Reinforcing Steel, in place, slab on grade, #10 to #22, A615M, grade 400, incl labor for accessories, excl material for accessories 4 Rodm 2.09 15.336 Met. Ton 1,408.68$ 395.28$ -$ 1,803.96$ 7,705.48$ 2,162.18$ -$ 9,867.66$ 1,542.84$ 631.35$ -$ 2,174.19$ 8,439.33$ 3,453.48$ -$ 11,892.82$ STD Year 2010 C15

All rebar in place

296 033529300200

Concrete finishing, floors, basic finishing for unspecified flatwork, bull float, manual float & manual steel trowel, excludes placing, striking off & consolidating C10 118 0.203 m2 -$ 5.63$ -$ 5.63$ -$ 1,666.48$ -$ 1,666.48$ -$ 8.32$ -$ 8.32$ -$ 2,462.72$ -$ 2,462.72$ STD Year 2010 C15

Wet finish, top of floor and slab

37 033529600050

Concrete finishing, walls, burlap rub with grout, includes breaking ties and patching voids 1 Cefi 41.81 0.191 m2 0.55$ 5.59$ -$ 6.14$ 20.35$ 206.83$ -$ 227.18$ 0.74$ 8.17$ -$ 8.91$ 27.38$ 302.29$ -$ 329.67$ STD Year 2010 C15

Dry finish on sides

296 033913500400Curing, curing blankets, buy, minimum, 25 mm to 50 mm thick m2 6.12$ -$ -$ 6.12$ 1,811.52$ -$ -$ 1,811.52$ 6.69$ -$ -$ 6.69$ 1,980.24$ -$ -$ 1,980.24$ STD Year 2010 C15

Curing to of slab

455 031505357350Insert, loop ferrule type, 22 mm diameter bolt 1 Carp 84 0.095 Ea. 16.40$ 2.42$ -$ 18.82$ 7,462.00$ 1,101.10$ -$ 8,563.10$ 18.06$ 3.73$ -$ 21.79$ 8,217.30$ 1,697.15$ -$ 9,914.45$ STD Year 2010 C15

Assumed fine for 24mm sleeves

272 071919100300Silicone water repellants, sprayed on, 2 coat 1 Rofc 279 0.029 m2 7.34$ 0.61$ -$ 7.95$ 1,996.48$ 165.92$ -$ 2,162.40$ 8.04$ 1.02$ -$ 9.06$ 2,186.88$ 277.44$ -$ 2,464.32$ STD Year 2010 C15

Protective coating

Total $63111.27 $12593.14 $1168.16 $76872.57 $69282.73 $19376.24 $1284.66 $89943.64

Shell - Concrete Tankfga Consultants





Labor Hours

Unit Material Labor Equipment Total Ext. Mat. Ext. Labor Ext. Equip. Ext. Total Mat. O&P Labor O&P Equip. O&P Total O&P Ext. Mat. O&P Ext. Labor O&P Ext. Equip. O&P Ext. Total O&P Labor Type Data Release

Zip Code Notes

1700 031113854000

C.I.P. concrete forms, wall, radial, smooth curved, plywood, to 2.44 m high, 1 use, includes erecting, bracing, stripping and cleaning C2 22.76 2.109 m2CA 20.61$ 52.33$ -$ 72.94$ 35,037.00$ 88,961.00$ -$ 123,998.00$ 22.38$ 80.78$ -$ 103.16$ 38,046.00$ 137,326.00$ -$ 175,372.00$ STD Year 2010 C15

Curved forms, one use because the wall is assumed to be done in one pour.

1 031113850100

C.I.P. concrete forms, wall, box out for opening, to 405 mm thick, to 0.93 m2, includes erecting, bracing, stripping and cleaning C2 24 2 Ea. 17.54$ 49.57$ -$ 67.11$ 17.54$ 49.57$ -$ 67.11$ 19.31$ 76.50$ -$ 95.81$ 19.31$ 76.50$ -$ 95.81$ STD Year 2010 C15

For access hatch

340 033105701550

Structural concrete, placing, elevated slab, with crane and bucket, 150 mm to 254 mm thick, includes strike off & consolidation, excludes material C7 84.11 0.856 m3 -$ 22.45$ 15.67$ 38.12$ -$ 7,633.00$ 5,327.80$ 12,960.80$ -$ 34.22$ 17.20$ 51.42$ -$ 11,634.80$ 5,848.00$ 17,482.80$ STD Year 2010 C15

Nothing for walls, assume similar pour

340 033105350400


Material for walls

26678 032305501650Prestressing steel, ungrouted strand, 60 m span, 135 metric ton C4 771 0.042 kg 2.25$ 1.08$ 0.04$ 3.37$ 60,025.50$ 28,812.24$ 1,067.12$ 89,904.86$ 2.48$ 1.73$ 0.04$ 4.25$ 66,161.44$ 46,152.94$ 1,067.12$ 113,381.50$ STD Year 2010 C15

Horizontal plus vertical prestressing strand, 1/2" diameter

6 033529600600Concrete finishing, walls, float finish, 1.6 mm thick 1 Cefi 27.87 0.287 m2 5.57$ 8.39$ -$ 13.96$ 33.42$ 50.34$ -$ 83.76$ 5.93$ 12.25$ -$ 18.18$ 35.58$ 73.50$ -$ 109.08$ STD Year 2010 C15

Wet finish on top of wall

850 033529600700Concrete finishing, walls, sandblast, light penetration E11 102 0.314 m2 14.14$ 8.61$ 2.27$ 25.02$ 12,019.00$ 7,318.50$ 1,929.50$ 21,267.00$ 15.60$ 14.24$ 2.50$ 32.34$ 13,260.00$ 12,104.00$ 2,125.00$ 27,489.00$ STD Year 2010 C15

Inside finish of tank walls

850 033529600050

Concrete finishing, walls, burlap rub with grout, includes breaking ties and patching voids 1 Cefi 41.81 0.191 m2 0.55$ 5.59$ -$ 6.14$ 467.50$ 4,751.50$ -$ 5,219.00$ 0.74$ 8.17$ -$ 8.91$ 629.00$ 6,944.50$ -$ 7,573.50$ STD Year 2010 C15

Outside wall finish

6 033913500400Curing, curing blankets, buy, minimum, 25 mm to 50 mm thick m2 6.12$ -$ -$ 6.12$ 36.72$ -$ -$ 36.72$ 6.69$ -$ -$ 6.69$ 40.14$ -$ -$ 40.14$ STD Year 2010 C15

Cure top of Wall

59 033529350160Control joint, concrete floor slab, sawcut in green concrete, 50 mm depth C27 488 0.033 m 0.67$ 0.96$ 0.34$ 1.97$ 39.53$ 56.64$ 20.06$ 116.23$ 0.74$ 1.40$ 0.37$ 2.51$ 43.66$ 82.60$ 21.83$ 148.09$ STD Year 2010 C15

Construction joint between shell and slab

59 033529350200Control joint, blow construction debris out of control joint C28 1829 0.004 m -$ 0.13$ 0.01$ 0.14$ -$ 7.67$ 0.59$ 8.26$ -$ 0.18$ 0.01$ 0.19$ -$ 10.62$ 0.59$ 11.21$ STD Year 2010 C15

Construction joint prep between shell and slab

44 040513302650 Mortar, pre-mixed, type S or N m3 320.86$ -$ -$ 320.86$ 14,117.84$ -$ -$ 14,117.84$ 354.05$ -$ -$ 354.05$ 15,578.20$ -$ -$ 15,578.20$ STD Year 2010 C15

Pneumatic mortar, assumed

445 050523251550High strength bolt, 25 mm dia x 200 mm L, A490, incl washer & nut 1 Sswk 85 0.094 Ea. 16.05$ 3.25$ -$ 19.30$ 7,142.25$ 1,446.25$ -$ 8,588.50$ 17.62$ 5.72$ -$ 23.34$ 7,840.90$ 2,545.40$ -$ 10,386.30$ STD Year 2010 C15

Embedded, bent bolts, shell to slab connection

28 050523250190High strength bolt, 16 mm dia x 75 mm L, A325 Type 1, incl washer & nut 1 Sswk 115 0.07 Ea. 2.25$ 2.41$ -$ 4.66$ 63.00$ 67.48$ -$ 130.48$ 2.48$ 4.24$ -$ 6.72$ 69.44$ 118.72$ -$ 188.16$ STD Year 2010 C15

Embedded bent bolts for access hatch


Interior protective coating

Total $219014.46 $139669.03 $8345.07 $367028.56 $240537.23 $217930.46 $9062.54 $467530.23

Edge Beam Saddle - Concrete Tankfga Consultants





Labor Hours



Zip Code Notes

58 031113201000

C.I.P. concrete forms, beams and girders, exterior spandrel, plywood, 460 mm wide, 1 use, includes shoring, erecting, bracing, stripping and cleaning C2 23.23 2.067 m2CA 31.23$ 51.10$ -$ 82.33$ 1,811.34$ 2,963.80$ -$ 4,775.14$ 34.35$ 78.95$ -$ 113.30$ 1,992.30$ 4,579.10$ -$ 6,571.40$ STD Year 2010 C15

ring beam forms including sloped forms

15 033105350400


Concrete material for ring beam saddle

15 033105700250

Structural concrete, placing, beam, large, elevated, with crane and bucket, includes strike off & consolidation, excludes material C7 49.7 1.449 m3 -$ 38.27$ 26.55$ 64.82$ -$ 574.05$ 398.25$ 972.30$ -$ 57.78$ 29.10$ 86.88$ -$ 866.70$ 436.50$ 1,303.20$ STD Year 2010 C15

Placing concrete material for ring beam saddle

58 033529600750Concrete finishing, walls, sandblast, heavy penetration E11 34.84 0.919 m2 28.36$ 25.39$ 6.64$ 60.39$ 1,644.88$ 1,472.62$ 385.12$ 3,502.62$ 31.20$ 41.58$ 7.30$ 80.08$ 1,809.60$ 2,411.64$ 423.40$ 4,644.64$ STD Year 2010 C15

Dry finish inside of ring beam saddle

25 033529300200

Concrete finishing, floors, basic finishing for unspecified flatwork, bull float, manual float & manual steel trowel, excludes placing, striking off & consolidating C10 118 0.203 m2 -$ 5.63$ -$ 5.63$ -$ 140.75$ -$ 140.75$ -$ 8.32$ -$ 8.32$ -$ 208.00$ -$ 208.00$ STD Year 2010 C15

Wet finish at top of ringbeam saddle


Top of ring beam saddle curing

266 033529350140Control joint, concrete floor slab, sawcut in green concrete, 38 mm depth C27 549 0.029 m 0.52$ 0.85$ 0.30$ 1.67$ 138.32$ 226.10$ 79.80$ 444.22$ 0.57$ 1.24$ 0.33$ 2.14$ 151.62$ 329.84$ 87.78$ 569.24$ STD Year 2010 C15 CJ Prep

266 033529350200Control joint, blow construction debris out of control joint C28 1829 0.004 m -$ 0.13$ 0.01$ 0.14$ -$ 34.58$ 2.66$ 37.24$ -$ 0.18$ 0.01$ 0.19$ -$ 47.88$ 2.66$ 50.54$ STD Year 2010 C15 CJ prep

0.2 032110600100

Reinforcing Steel, in place, beams and girders, #10 to #22, A615M, grade 400, incl labor for accessories, excl material for accessories 4 Rodm 1.45 22.046 Met. Ton 1,475.76$ 562.73$ -$ 2,038.49$ 295.15$ 112.55$ -$ 407.70$ 1,626.69$ 905.85$ -$ 2,532.54$ 325.34$ 181.17$ -$ 506.51$ STD Year 2010 C15

Saddle reinforcement

25 071353101300Elastomeric sheet waterproofing, neoprene sheets, plain, 1.5 mm thick 2 Rofc 52.95 0.302 m2 28.99$ 6.43$ -$ 35.42$ 724.75$ 160.75$ -$ 885.50$ 31.79$ 10.70$ -$ 42.49$ 794.75$ 267.50$ -$ 1,062.25$ STD Year 2010 C15

neoprene dome to ring beam softener

58 071919100300Silicone water repellants, sprayed on, 2 coat 1 Rofc 279 0.029 m2 7.34$ 0.61$ -$ 7.95$ 425.72$ 35.38$ -$ 461.10$ 8.04$ 1.02$ -$ 9.06$ 466.32$ 59.16$ -$ 525.48$ STD Year 2010 C15

Interior protective coating

Total $8891.11 $5720.58 $865.83 $15477.52 $9767.23 $8950.99 $950.34 $19668.56

Dome Roof - Concrete Tankfga Consultants





Labor Hours



Zip Code Notes

315 031113351600

C.I.P. concrete forms, elevated slab, flat plate, plywood, 6.2 m to 11 m high ceilings, includes shoring, erecting, bracing, stripping and cleaning C2 41.81 1.148 m2 27.07$ 28.46$ -$ 55.53$ 8,527.05$ 8,964.90$ -$ 17,491.95$ 29.67$ 43.76$ -$ 73.43$ 9,346.05$ 13,784.40$ -$ 23,130.45$ STD Year 2010 C15

soffit forms for dome

0.65 031113355000

C.I.P. concrete forms, elevated slab, box-out for wall openings, over 405 mm deep, 1 use, includes shoring, erecting, bracing, stripping and cleaning C2 17.65 2.719 m2CA 40.60$ 67.32$ -$ 107.92$ 26.39$ 43.76$ -$ 70.15$ 44.24$ 104.04$ -$ 148.28$ 28.76$ 67.63$ -$ 96.38$ STD Year 2010 C15

Blockout for access hatch

33 031113357000

C.I.P. concrete forms, elevated slab, edge forms, to 150 mm high, 4 use, includes shoring, erecting, bracing, stripping and cleaning C1 152 0.211 m 0.41$ 5.08$ -$ 5.49$ 13.53$ 167.64$ -$ 181.17$ 0.45$ 7.83$ -$ 8.28$ 14.85$ 258.39$ -$ 273.24$ STD Year 2010 C15

outside of ring beam form

90 033105350400


Dome concrete material

90 033105701550

Structural concrete, placing, elevated slab, with crane and bucket, 150 mm to 254 mm thick, includes strike off & consolidation, excludes material C7 84.11 0.856 m3 -$ 22.45$ 15.67$ 38.12$ -$ 2,020.50$ 1,410.30$ 3,430.80$ -$ 34.22$ 17.20$ 51.42$ -$ 3,079.80$ 1,548.00$ 4,627.80$ STD Year 2010 C15

Dome concrete placing

1.8 032110600400

Reinforcing Steel, in place, elevated slabs, #13 to #22, A615M, grade 400, incl labor for accessories, excl material for accessories 4 Rodm 2.63 12.163 Met. Ton 1,568.00$ 312.93$ -$ 1,880.93$ 2,822.40$ 563.27$ -$ 3,385.67$ 1,718.93$ 502.34$ -$ 2,221.27$ 3,094.07$ 904.21$ -$ 3,998.29$ STD Year 2010 C15

Temp reinforcement in dome

620 032305501650Prestressing steel, ungrouted strand, 60 m span, 135 metric ton C4 771 0.042 kg 2.25$ 1.08$ 0.04$ 3.37$ 1,395.00$ 669.60$ 24.80$ 2,089.40$ 2.48$ 1.73$ 0.04$ 4.25$ 1,537.60$ 1,072.60$ 24.80$ 2,635.00$ STD Year 2010 C15

ring beam prestressing reinforcement

315 033529300200


top of dome wet finish

315 033529600750Concrete finishing, walls, sandblast, heavy penetration E11 34.84 0.919 m2 28.36$ 25.39$ 6.64$ 60.39$ 8,933.40$ 7,997.85$ 2,091.60$ 19,022.85$ 31.20$ 41.58$ 7.30$ 80.08$ 9,828.00$ 13,097.70$ 2,299.50$ 25,225.20$ STD Year 2010 C15

Sandblast finish for inside of dome

33 033529600050


edge of ring beam finish


Top of dome curing

20 050523250190High strength bolt, 16 mm dia x 75 mm L, A325 Type 1, incl washer & nut 1 Sswk 115 0.07 Ea. 2.25$ 2.41$ -$ 4.66$ 45.00$ 48.20$ -$ 93.20$ 2.48$ 4.24$ -$ 6.72$ 49.60$ 84.80$ -$ 134.40$ STD Year 2010 C15

Bolts for access hatch


Protective Interior coating

Total $48208.52 $22625.79 $3526.70 $74361.01 $52923.60 $35561.24 $3872.30 $92357.14

Shell to Slab Connection - Concrete Tankfga Consultants





Labor Hours



Zip Code Notes

24 031113200500

C.I.P. concrete forms, beams and girders, exterior spandrel, plywood, 300 mm wide, 1 use, includes shoring, erecting, bracing, stripping and cleaning C2 20.9 2.296 m2CA 38.52$ 56.92$ -$ 95.44$ 924.48$ 1,366.08$ -$ 2,290.56$ 42.16$ 87.52$ -$ 129.68$ 1,011.84$ 2,100.48$ -$ 3,112.32$ STD Year 2010 C15

Concrete water stop casing

52 033105350400


Water stop encasement

52 033105700050

Structural concrete, placing, beam, small, elevated, pumped, includes strike off & consolidation, excludes material C20 45.88 1.395 m3 -$ 36.43$ 17.77$ 54.20$ -$ 1,894.36$ 924.04$ 2,818.40$ -$ 55.57$ 19.55$ 75.12$ -$ 2,889.64$ 1,016.60$ 3,906.24$ STD Year 2010 C15

Water stop encasement

58 031513500600Waterstop, PVC, ribbed, with center bulb, 10 mm thick x 230 mm wide 1 Carp 38.1 0.21 m 16.55$ 5.32$ -$ 21.87$ 959.90$ 308.56$ -$ 1,268.46$ 18.17$ 8.23$ -$ 26.40$ 1,053.86$ 477.34$ -$ 1,531.20$ STD Year 2010 C15 water stop

12 033529300200

Concrete finishing, floors, basic finishing for unspecified flatwork, bull float, manual float & manual steel trowel, excludes placing, striking off & consolidating C10 118 0.203 m2 -$ 5.63$ -$ 5.63$ -$ 67.56$ -$ 67.56$ -$ 8.32$ -$ 8.32$ -$ 99.84$ -$ 99.84$ STD Year 2010 C15 wet finish

12 033529600700Concrete finishing, walls, sandblast, light penetration E11 102 0.314 m2 14.14$ 8.61$ 2.27$ 25.02$ 169.68$ 103.32$ 27.24$ 300.24$ 15.60$ 14.24$ 2.50$ 32.34$ 187.20$ 170.88$ 30.00$ 388.08$ STD Year 2010 C15 dry finish


water stop encasement curing

445 050523251550High strength bolt, 25 mm dia x 200 mm L, A490, incl washer & nut 1 Sswk 85 0.094 Ea. 16.05$ 3.25$ -$ 19.30$ 7,142.25$ 1,446.25$ -$ 8,588.50$ 17.62$ 5.72$ -$ 23.34$ 7,840.90$ 2,545.40$ -$ 10,386.30$ STD Year 2010 C15

Slab to shell connection

120 051223200300

Curb edging, structural steel angle w/ anchors, on concrete forms, 8.2 plf, 100x100 mm, shop fabricated E4 83.82 0.382 m 40.50$ 13.30$ 1.78$ 55.58$ 4,860.00$ 1,596.00$ 213.60$ 6,669.60$ 44.82$ 23.52$ 1.95$ 70.29$ 5,378.40$ 2,822.40$ 234.00$ 8,434.80$ STD Year 2010 C15

203x203x13 angle, multiplied 100x100 length by 2, adjust this for curvature

1 051223200300 A

Curb edging, structural steel angle or channel w/ anchors, on concrete forms, shop fabricated, for curved edging, add m 14.18$ 1.33$ -$ 15.51$ 1,701.00$ 159.60$ -$ 1,861.20$ 15.69$ 2.35$ -$ 18.04$ 1,882.44$ 282.24$ -$ 2,164.80$ STD Year 2010 C15

[Adjusted by 051223202000]

18 071353100400Elastomeric sheet waterproofing, EPDM, plain, nylon reinforced sheets, 1.5 mm thick 2 Rofc 52.95 0.302 m2 15.90$ 6.43$ -$ 22.33$ 286.20$ 115.74$ -$ 401.94$ 17.53$ 10.70$ -$ 28.23$ 315.54$ 192.60$ -$ 508.14$ STD Year 2010 C15

elastomeric bearing pad for shell to slab connection

Total $28937.11 $7057.47 $1164.88 $37159.46 $31825.66 $11580.58 $1280.60 $44686.84

Appendix R

Steel Tank (Shell)


Quantity LineNumber Source

SubContracted Ind.

Description Crew Daily Output Labor Hours Unit Material Labor Equipment Total Ext. Mat. Ext. Labor Ext. Equip. Ext. Total Mat. O&P Labor O&P Equip. O&P Total O&P Ext. Mat. O&P Ext. Labor O&P Ext. Equip. O&P Ext. Total O&P

Labor Type Data Release Zip Code Notes

446 051223650400

Steel plate, structural, for connections & stiffeners, 13 mm T, shop fabricated, incl shop primer m2 261.36$ -$ -$ 261.36$ 116,566.56$ -$ -$ 116,566.56$ 287.28$ -$ -$ 287.28$ 128,126.88$ -$ -$ 128,126.88$ STD Year 2010 C15

446 051223650500

Steel plate, structural, for connections & stiffeners, 25 mm T, shop fabricated, incl shop primer m2 523.80$ -$ -$ 523.80$ 233,614.80$ -$ -$ 233,614.80$ 572.40$ -$ -$ 572.40$ 255,290.40$ -$ -$ 255,290.40$ STD Year 2010 C15

50 050523902100Weld rod, stainless steel, 3 mm dia, 225 kg to 450 kg, type 316/316L kg 16.76$ -$ -$ 16.76$ 838.00$ -$ -$ 838.00$ 18.38$ -$ -$ 18.38$ 919.00$ -$ -$ 919.00$ STD Year 2010 C15

1784 099713236610Paints and protective coatings, epoxy primer, sprayed 2 Psst 279 0.057 m2 2.84$ 1.34$ -$ 4.18$ 5,066.56$ 2,390.56$ -$ 7,457.12$ 3.08$ 2.40$ -$ 5.48$ 5,494.72$ 4,281.60$ -$ 9,776.32$ STD Year 2010 C15 2 Coats

892 099713236520Paints and protective coatings, alkyd primer, sprayed 2 Psst 334 0.048 m2 0.72$ 1.12$ -$ 1.84$ 642.24$ 999.04$ -$ 1,641.28$ 0.83$ 2.00$ -$ 2.83$ 740.36$ 1,784.00$ -$ 2,524.36$ STD Year 2010 C15 1 Coat

1784 099713237010

Paints and protective coatings, organic zinc rich primer, epoxy, sprayed 2 Psst 167 0.096 m2 2.49$ 2.23$ -$ 4.72$ 4,442.16$ 3,978.32$ -$ 8,420.48$ 2.84$ 3.99$ -$ 6.83$ 5,066.56$ 7,118.16$ -$ 12,184.72$ STD Year 2010 C15 2 Coats

Total $361170.32 $7367.92 $.00 $368538.24 $395637.92 $13183.76 $.00 $408821.68

Steel Tank (Connections)


Quantity LineNumber Description Crew Daily Output Labor Hours Unit Material Labor Equipment Total Ext. Mat. Ext. Labor Ext. Equip. Ext. Total Mat. O&P Labor O&P Equip. O&P Total O&P Ext. Mat. O&P Ext. Labor O&P

Ext. Equip. O&P

Ext. Total O&P Labor Type Data Release Zip Code Notes

177 050523250370

High strength bolt, 22 mm dia x 100 mm L, A325 Type 1, incl washer & nut 1 Sswk 105 0.076 Ea. 5.20$ 2.63$ -$ 7.83$ 920.40$ 465.51$ -$ 1,385.91$ 5.73$ 4.65$ -$ 10.38$ 1,014.21$ 823.05$ -$ 1,837.26$ STD Year 2010 C15

Angle to Shell Connection (Top)

177 050523250390

High strength bolt, 22 mm dia x 200 mm L, A325 Type 1, incl washer & nut 1 Sswk 90 0.089 Ea. 10.32$ 3.08$ -$ 13.40$ 1,826.64$ 545.16$ -$ 2,371.80$ 11.35$ 5.42$ -$ 16.77$ 2,008.95$ 959.34$ -$ 2,968.29$ STD Year 2010 C15

Angle to Roof Connection

413 050523251450

High strength bolt, 25 mm dia x 100 mm L, A490, incl washer & nut 1 Sswk 95 0.084 Ea. 7.51$ 2.92$ -$ 10.43$ 3,101.63$ 1,205.96$ -$ 4,307.59$ 8.27$ 5.13$ -$ 13.40$ 3,415.51$ 2,118.69$ -$ 5,534.20$ STD Year 2010 C15

Angle to Shell Connection (Bottom)

472 050523251550

High strength bolt, 25 mm dia x 200 mm L, A490, incl washer & nut 1 Sswk 85 0.094 Ea. 16.05$ 3.25$ -$ 19.30$ 7,575.60$ 1,534.00$ -$ 9,109.60$ 17.62$ 5.72$ -$ 23.34$ 8,316.64$ 2,699.84$ -$ 11,016.48$ STD Year 2010 C15

Angle to Slab Connection

59 051223751900

Structural steel member, 90 metric ton project, 1 to 2 story building, W360x39, A992 steel, shop fabricated, incl shop primer, bolted connections E2 302 0.185 m 111.24$ 6.21$ 5.41$ 122.86$ 6,563.16$ 366.39$ 319.19$ 7,248.74$ 123.12$ 10.51$ 5.97$ 139.60$ 7,264.08$ 620.09$ 352.23$ 8,236.40$ STD Year 2010 C15

L 203x203x14 A=4990 mm^2 similar properties as W member selected.

59 051223750300

Structural steel member, 90 metric ton project, 1 to 2 story building, W200x15, A992 steel, shop fabricated, incl shop primer, bolted connections E2 183 0.306 m 42.66$ 10.25$ 8.98$ 61.89$ 2,516.94$ 604.75$ 529.82$ 3,651.51$ 46.98$ 17.27$ 9.85$ 74.10$ 2,771.82$ 1,018.93$ 581.15$ 4,371.90$ STD Year 2010 C15

L 103x102x9.5 A = 1850 mm^2 similar to the W section selected.

236 079116104500

Pre-formed joint seals, joint gaskets, neoprene, closed cell, 6mm x 19mm, adhered 1 Bric 65.53 0.122 m 2.08$ 3.10$ -$ 5.18$ 490.88$ 731.60$ -$ 1,222.48$ 2.30$ 4.68$ -$ 6.98$ 542.80$ 1,104.48$ -$ 1,647.28$ STD Year 2010 C15

Seal for bolt connection area.

Total $22995.25 $5453.37 $849.01 $29297.63 $25334.01 $9344.42 $933.38 $35611.81

Steel Tank (Hatch)


Quantity LineNumber Source

SubContracted Ind.

Description Crew Daily Output Labor Hours Unit Material Labor Equipment Total Ext. Mat. Ext. Labor Ext. Equip. Ext. Total Mat. O&P Labor O&P Equip. O&P Total O&P Ext. Mat. O&P Ext. Labor O&P Ext. Equip. O&P Ext. Total O&P

Labor Type Data Release Zip Code Notes

28 050523251500High strength bolt, 25 mm dia x 150 mm L, A490, incl washer & nut 1 Sswk 90 0.089 Ea. 10.11$ 3.08$ -$ 13.19$ 283.08$ 86.24$ -$ 369.32$ 11.13$ 5.42$ -$ 16.55$ 311.64$ 151.76$ -$ 463.40$ STD Year 2010 C15

4 079116104500

Pre-formed joint seals, joint gaskets, neoprene, closed cell, 6mm x 19mm, adhered 1 Bric 65.53 0.122 m 2.08$ 3.10$ -$ 5.18$ 8.32$ 12.40$ -$ 20.72$ 2.30$ 4.68$ -$ 6.98$ 9.20$ 18.72$ -$ 27.92$ STD Year 2010 C15

Total $291.40 $98.64 $.00 $390.04 $320.84 $170.48 $.00 $491.32

Slab - Steel Tankfga Consultants





Labor Hours



Zip Code Notes

216 312316130060

Excavating, trench or continuous footing, common earth, 0.38 m3 excavator, 300 mm to 1200 mm deep, excludes sheeting or dewatering B11M 153 0.105 Bm3 -$ 3.91$ 2.58$ 6.49$ -$ 844.56$ 557.28$ 1,401.84$ -$ 5.94$ 2.85$ 8.79$ -$ 1,283.04$ 615.60$ 1,898.64$ STD Year 2010 C15

Excavation for slab on grade

108 312323200016

Cycle hauling(wait, load,travel, unload or dump & return) time per cycle, excavated or borrow, loose cubic meters, 10 min wait/load/unload, 6.12 m3 truck, cycle 1.6 km, 24kmh, excludes loading equipment B34A 208 0.038 Lm3 -$ 1.25$ 1.97$ 3.22$ -$ 135.00$ 212.76$ 347.76$ -$ 1.91$ 2.16$ 4.07$ -$ 206.28$ 233.28$ 439.56$ STD Year 2010 C15

Haul excess from site, assumed half of excavation

108 312323130015 Backfill, light soil, by hand, no compaction 1 Clab 10.7 0.747 Lm3 -$ 24.06$ -$ 24.06$ -$ 2,598.48$ -$ 2,598.48$ -$ 37.32$ -$ 37.32$ -$ 4,030.56$ -$ 4,030.56$ STD Year 2010 C15

Backfill around slab, assume half of excavation

360 312216101100Fine grading, fine grade for slab on grade, machine B11L 870 0.018 m2 -$ 0.69$ 0.74$ 1.43$ -$ 248.40$ 266.40$ 514.80$ -$ 1.04$ 0.81$ 1.85$ -$ 374.40$ 291.60$ 666.00$ STD Year 2010 C15

Grading for slab on grade

37 031113653060

C.I.P. concrete forms, slab on grade, edge, wood, over 305 mm, 4 use, includes erecting, bracing, stripping and cleaning C1 32.52 0.984 m2CA 6.30$ 23.87$ -$ 30.17$ 233.10$ 883.19$ -$ 1,116.29$ 6.82$ 36.72$ -$ 43.54$ 252.34$ 1,358.64$ -$ 1,610.98$ STD Year 2010 C15

Slab on grade forms.

178 033105704300

Structural concrete, placing, slab on grade, direct chute, up to 150 mm thick, includes strike off & consolidation, excludes material C6 84.11 0.571 m3 -$ 14.50$ 0.74$ 15.24$ -$ 2,581.00$ 131.72$ 2,712.72$ -$ 22.08$ 0.81$ 22.89$ -$ 3,930.24$ 144.18$ 4,074.42$ STD Year 2010 C15

Placing of slab concrete, assume ok for 600mm thick

178 033105350400


Concrete material for slab

5.47 032110600600

Reinforcing Steel, in place, slab on grade, #10 to #22, A615M, grade 400, incl labor for accessories, excl material for accessories 4 Rodm 2.09 15.336 Met. Ton 1,408.68$ 395.28$ -$ 1,803.96$ 7,705.48$ 2,162.18$ -$ 9,867.66$ 1,542.84$ 631.35$ -$ 2,174.19$ 8,439.33$ 3,453.48$ -$ 11,892.82$ STD Year 2010 C15

All rebar in place

296 033529300200


Wet finish, top of floor and slab

37 033529600050


Dry finish on sides


Curing to of slab

455 031505357350Insert, loop ferrule type, 22 mm diameter bolt 1 Carp 84 0.095 Ea. 16.40$ 2.42$ -$ 18.82$ 7,462.00$ 1,101.10$ -$ 8,563.10$ 18.06$ 3.73$ -$ 21.79$ 8,217.30$ 1,697.15$ -$ 9,914.45$ STD Year 2010 C15

Assumed fine for 24mm sleeves


Protective coating

Total $63111.27 $12593.14 $1168.16 $76872.57 $69282.73 $19376.24 $1284.66 $89943.64

Aluminum Dome Roof

Data Release: Year 2010 Unit Cost Estimate

Quanity Uniit Material Total

3390 85.00$ 288,150.00$ S.F

Description

Geodesic Aluminum Dome

Aluminum plates, aluminum strut

connections.

Appendix S

Group 4

Richard Chambers

Mark Sampson

Nikita Gibbons

Russell Murphy

__________________________________________________________________________

Cost Analysis

Item Item

Shell Shell

Connection Connection

Hatch Hatch

Slab Slab

Roof Roof

Ring Beam

Total Total

Steel Tank

Crew Labour (hr.) Rate(per/hr.) Total

2 16 68.00$ 2,176.00$

2 16 68.00$ 2,176.00$

/ / / 20,000.00$

Total 24,352.00$

Cost Occurance Life Cost Total

2,176.00$ 25 54,400.00$

2,176.00$ 25 54,400.00$

20,000.00$ 1 20,000.00$

For Lifetime (25 yr)

Note: Occurance refers to number of times activity must be conducted during the life span.

128,800.00$

Result (Maintenance cost per year) 5,152.00$

Paint/Epoxy Coating

Activity

Weld Testing

Thickness Testing

Paint/Epoxy Coating

Result Concrete

Maintenance analysis

Activity

Weld Testing

Thickness Testing

288,000.00$ 92,357.00$

19,669.00$

828,877.64$ 715,685.64$

1,500.00$

89,943.64$

408,822.00$

40,612.00$

1,500.00$

89,943.64$

Steel Tank Concrete TankCost Cost

467,530.00$

44,686.00$

Group 4

Richard Chambers

Mark Sampson

Nikita Gibbons

Russell Murphy

__________________________________________________________________________

Concrete Tank

Crew Labour (hr.) Rate(per/hr.) Total

/ / / 5,000.00$

2 16 68.00$ 2,176.00$

Total 7,176.00$

Cost Occurance Life Cost Total

5,000.00$ 2 10,000.00$

2,176.00$ 25 54,400.00$

Activity

Roof Blasting/Seal

Roof Blasting/Seal64,400.00$

Note: Occurance refers to number of times activity must be conducted during the life span.

Result (Maintenance cost per year) 2,576.00$

Crack Inspection

Result Concrete

Crack Inspection

For Lifetime (25 yr)

Activity

Appendix T

Crew A-1 Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Building Laborer $31.60 $252.80 $49.00 $392.00 $31.60 $49.001 Concrete saw, gas manual 63.20 69.52 7.90 8.698 L.H., Daily Totals $316.00 $461.52 $39.50 $57.69

Crew A-1A Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Skilled Worker $40.85 $326.80 $63.25 $506.00 $40.85 $63.251 Shot Blaster, 20! 217.80 239.58 27.23 29.958 L.H., Daily Totals $544.60 $745.58 $68.08 $93.20

Crew A-1B Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Building Laborer $31.60 $252.80 $49.00 $392.00 $31.60 $49.001 Concrete Saw 141.00 155.10 17.63 19.398 L.H., Daily Totals $393.80 $547.10 $49.23 $68.39

Crew A-1C Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Building Laborer $31.60 $252.80 $49.00 $392.00 $31.60 $49.001 Chain saw, gas, 18! 25.80 28.38 3.23 3.558 L.H., Daily Totals $278.60 $420.38 $34.83 $52.55

Crew A-1D Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Building Laborer $31.60 $252.80 $49.00 $392.00 $31.60 $49.001 Vibrating plate, gas, 18! 31.80 34.98 3.98 4.378 L.H., Daily Totals $284.60 $426.98 $35.58 $53.37

Crew A-1E Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Building Laborer $31.60 $252.80 $49.00 $392.00 $31.60 $49.001 Vibratory Plate, Gas, 21! 39.20 43.12 4.90 5.398 L.H., Daily Totals $292.00 $435.12 $36.50 $54.39

Crew A-1F Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Building Laborer $31.60 $252.80 $49.00 $392.00 $31.60 $49.001 Rammer/tamper, gas, 8! 43.40 47.74 5.42 5.978 L.H., Daily Totals $296.20 $439.74 $37.02 $54.97

Crew A-1G Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Building Laborer $31.60 $252.80 $49.00 $392.00 $31.60 $49.001 Rammer/tamper, gas, 15! 49.40 54.34 6.17 6.798 L.H., Daily Totals $302.20 $446.34 $37.77 $55.79

Crew A-1H Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Building Laborer $31.60 $252.80 $49.00 $392.00 $31.60 $49.001 Exterior Steam Cleaner 51.20 56.32 6.40 7.048 L.H., Daily Totals $304.00 $448.32 $38.00 $56.04

Crew A-1J Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Building Laborer $31.60 $252.80 $49.00 $392.00 $31.60 $49.001 Cultivator, Walk-Behind, 5 H.P. 57.05 62.76 7.13 7.848 L.H., Daily Totals $309.85 $454.76 $38.73 $56.84

Crew A-1K Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Building Laborer $31.60 $252.80 $49.00 $392.00 $31.60 $49.001 Cultivator, Walk-Behind, 8 H.P. 91.10 100.21 11.39 12.538 L.H., Daily Totals $343.90 $492.21 $42.99 $61.53

Crew A-1M Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Building Laborer $31.60 $252.80 $49.00 $392.00 $31.60 $49.001 Snow Blower, Walk-Behind 52.70 57.97 6.59 7.258 L.H., Daily Totals $305.50 $449.97 $38.19 $56.25


Incl.O&P

2 Laborers $31.60 $505.60 $49.00 $784.00 $31.38 $48.551 Truck Driver (light) 30.95 247.60 47.65 381.201 Flatbed Truck, Gas, 1.5 Ton 194.40 213.84 8.10 8.9124 L.H., Daily Totals $947.60 $1379.04 $39.48 $57.46


Incl.O&P

2 Laborers $31.60 $505.60 $49.00 $784.00 $31.38 $48.551 Truck Driver (light) 30.95 247.60 47.65 381.201 Flatbed Truck, Gas, 1.5 Ton 194.40 213.841 Concrete Saw 141.00 155.10 13.98 15.3724 L.H., Daily Totals $1088.60 $1534.14 $45.36 $63.92


Incl.O&P

1 Truck Driver (light) $30.95 $247.60 $47.65 $381.20 $30.95 $47.651 Flatbed Truck, Gas, 1.5 Ton 194.40 213.84 24.30 26.738 L.H., Daily Totals $442.00 $595.04 $55.25 $74.38


Incl.O&P

1 Truck Driver (light) $30.95 $247.60 $47.65 $381.20 $30.95 $47.651 Pickup truck, 4 x 4, 3/4 ton 128.20 141.02 16.02 17.638 L.H., Daily Totals $375.80 $522.22 $46.98 $65.28


Incl.O&P

1 Equip. Oper. (medium) $41.35 $330.80 $62.15 $497.20 $36.65 $55.651 Truck Driver (heavy) 31.95 255.60 49.15 393.201 Dump Truck, 12 C.Y., 400 H.P. 533.00 586.301 F.E. Loader, W.M.,2.5 C.Y. 395.80 435.38 58.05 63.8516 L.H., Daily Totals $1515.20 $1912.08 $94.70 $119.51


Incl.O&P

1 Equip. Oper. (light) $39.05 $312.40 $58.70 $469.60 $39.05 $58.701 Loader, Skid Steer, 78 H.P. 259.60 285.56 32.45 35.708 L.H., Daily Totals $572.00 $755.16 $71.50 $94.39


Incl.O&P

1 Truck Driver, Light $30.95 $247.60 $47.65 $381.20 $30.95 $47.651 Pickup truck, 4 x 4, 3/4 ton 128.20 141.021 Flatbed Trailer, 25 Ton 102.00 112.20 28.77 31.658 L.H., Daily Totals $477.80 $634.42 $59.73 $79.30

Crew A-3E Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Equip. Oper. (crane) $42.55 $340.40 $63.95 $511.60 $37.25 $56.551 Truck Driver (heavy) 31.95 255.60 49.15 393.201 Pickup truck, 4 x 4, 3/4 ton 128.20 141.02 8.01 8.8116 L.H., Daily Totals $724.20 $1045.82 $45.26 $65.36

Crew A-3F Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Equip. Oper. (crane) $42.55 $340.40 $63.95 $511.60 $37.25 $56.551 Truck Driver (heavy) 31.95 255.60 49.15 393.201 Pickup truck, 4 x 4, 3/4 ton 128.20 141.021 Truck Tractor, 6x4, 380 H.P. 478.80 526.681 Lowbed Trailer, 75 Ton 203.00 223.30 50.63 55.6916 L.H., Daily Totals $1406.00 $1795.80 $87.88 $112.24

CrewsIncl. Cost Incl. Cost

Crew No. Bare Costs Subs O & P Per Labor-Hour Crew No. Bare Costs Subs O & P Per Labor-Hour

663

Crew A-3G Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Equip. Oper. (crane) $42.55 $340.40 $63.95 $511.60 $37.25 $56.551 Truck Driver (heavy) 31.95 255.60 49.15 393.201 Pickup truck, 4 x 4, 3/4 ton 128.20 141.021 Truck Tractor, 6x4, 450 H.P. 581.20 639.321 Lowbed Trailer, 75 Ton 203.00 223.30 57.02 62.7316 L.H., Daily Totals $1508.40 $1908.44 $94.28 $119.28

Crew A-3H Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Equip. Oper. (crane) $42.55 $340.40 $63.95 $511.60 $42.55 $63.951 Hyd. crane, 12 Ton (daily) 1018.00 1119.80 127.25 139.978 L.H., Daily Totals $1358.40 $1631.40 $169.80 $203.93

Crew A-3I Hr. Daily Hr. DailyBareCosts

Incl.O&P


Crew A-3J Hr. Daily Hr. DailyBareCosts

Incl.O&P


Crew A-3K Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Equip. Oper. (crane) $42.55 $340.40 $63.95 $511.60 $39.67 $59.631 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Hyd. crane, 55 Ton (daily) 1491.00 1640.101 P/U Truck, 3/4 Ton (daily) 137.80 151.58 101.80 111.9816 L.H., Daily Totals $2263.60 $2745.68 $141.47 $171.60

Crew A-3L Hr. Daily Hr. DailyBareCosts

Incl.O&P


Crew A-3M Hr. Daily Hr. DailyBareCosts

Incl.O&P


Crew A-3N Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Equip. Oper. (crane) $42.55 $340.40 $63.95 $511.60 $42.55 $63.951 Tower crane (monthly) 1022.00 1124.20 127.75 140.538 L.H., Daily Totals $1362.40 $1635.80 $170.30 $204.47

Crew A-3P Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Equip. Oper., Light $39.05 $312.40 $58.70 $469.60 $39.05 $58.701 A.T. Forklift, 42’ lift 446.00 490.60 55.75 61.338 L.H., Daily Totals $758.40 $960.20 $94.80 $120.03


Incl.O&P

2 Carpenters $39.95 $639.20 $61.95 $991.20 $38.37 $58.881 Painter, Ordinary 35.20 281.60 52.75 422.0024 L.H., Daily Totals $920.80 $1413.20 $38.37 $58.88


Incl.O&P

2 Laborers $31.60 $505.60 $49.00 $784.00 $31.53 $48.85.25 Truck Driver (light) 30.95 61.90 47.65 95.30.25 Flatbed Truck, Gas, 1.5 Ton 48.60 53.46 2.70 2.9718 L.H., Daily Totals $616.10 $932.76 $34.23 $51.82


Incl.O&P

1 Instrument Man $40.85 $326.80 $63.25 $506.00 $39.73 $60.801 Rodman/Chainman 38.60 308.80 58.35 466.801 Laser Transit/Level 70.10 77.11 4.38 4.8216 L.H., Daily Totals $705.70 $1049.91 $44.11 $65.62


Incl.O&P

1 Chief Of Party $50.20 $401.60 $77.15 $617.20 $43.22 $66.251 Instrument Man 40.85 326.80 63.25 506.001 Rodman/Chainman 38.60 308.80 58.35 466.801 Laser Transit/Level 70.10 77.11 2.92 3.2124 L.H., Daily Totals $1107.30 $1667.11 $46.14 $69.46


Incl.O&P

1 Chief of Party $50.20 $401.60 $77.15 $617.20 $42.06 $64.281 Instrument Man 40.85 326.80 63.25 506.002 Rodmen/Chainmen 38.60 617.60 58.35 933.601 Laser Transit/Level 70.10 77.11 2.19 2.4132 L.H., Daily Totals $1416.10 $2133.91 $44.25 $66.68


Incl.O&P

1 Asbestos Foreman $44.60 $356.80 $69.90 $559.20 $44.16 $69.207 Asbestos Workers 44.10 2469.60 69.10 3869.6064 L.H., Daily Totals $2826.40 $4428.80 $44.16 $69.20


Incl.O&P



Incl.O&P



Incl.O&P

3 Asbestos Workers $44.10 $1058.40 $69.10 $1658.40 $44.10 $69.101 Flatbed Truck, Gas, 1.5 Ton 194.40 213.84 8.10 8.9124 L.H., Daily Totals $1252.80 $1872.24 $52.20 $78.01


Incl.O&P

2 Asbestos Workers $44.10 $705.60 $69.10 $1105.60 $41.89 $64.361 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Hydraulic Crane, 33 Ton 818.80 900.68 25.59 28.1532 L.H., Daily Totals $2159.20 $2960.28 $67.47 $92.51


Incl.O&P

1 Asbestos Foreman $44.60 $356.80 $69.90 $559.20 $44.16 $69.207 Asbestos Workers 44.10 2469.60 69.10 3869.602 Chip. Hammers, 12 Lb., Elec. 34.00 37.40 .53 .5864 L.H., Daily Totals $2860.40 $4466.20 $44.69 $69.78



664


Incl.O&P

1 Asbestos Foreman $44.60 $356.80 $69.90 $559.20 $44.16 $69.207 Asbestos Workers 44.10 2469.60 69.10 3869.601 Trk-mtd vac, 14 CY, 1500 Gal. 561.60 617.761 Flatbed Truck, 20,000 GVW 197.40 217.14 11.86 13.0564 L.H., Daily Totals $3585.40 $5263.70 $56.02 $82.25


Incl.O&P

1 Equip. Oper. (light) $39.05 $312.40 $58.70 $469.60 $39.05 $58.701 Trk-mtd vac, 14 CY, 1500 Gal. 561.60 617.761 Flatbed Truck, 20,000 GVW 197.40 217.14 94.88 104.368 L.H., Daily Totals $1071.40 $1304.50 $133.93 $163.06

Crew B-1 Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $32.27 $50.032 Laborers 31.60 505.60 49.00 784.0024 L.H., Daily Totals $774.40 $1200.80 $32.27 $50.03

Crew B-1A Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Laborer Foreman $33.60 $268.80 $52.10 $416.80 $32.27 $50.032 Laborers 31.60 505.60 49.00 784.002 Cutting Torches 34.00 37.402 Gases 151.20 166.32 7.72 8.4924 L.H., Daily Totals $959.60 $1404.52 $39.98 $58.52

Crew B-1B Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Laborer Foreman $33.60 $268.80 $52.10 $416.80 $34.84 $53.512 Laborers 31.60 505.60 49.00 784.001 Equip. Oper. (crane) 42.55 340.40 63.95 511.602 Cutting Torches 34.00 37.402 Gases 151.20 166.321 Hyd. Crane, 12 Ton 768.80 845.68 29.81 32.7932 L.H., Daily Totals $2068.80 $2761.80 $64.65 $86.31


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $32.00 $49.624 Laborers 31.60 1011.20 49.00 1568.0040 L.H., Daily Totals $1280.00 $1984.80 $32.00 $49.62


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $33.67 $51.762 Laborers 31.60 505.60 49.00 784.001 Equip. Oper. (med.) 41.35 330.80 62.15 497.202 Truck Drivers (heavy) 31.95 511.20 49.15 786.401 Crawler Loader, 3 C.Y. 990.00 1089.002 Dump Trucks 12 C.Y., 400 H.P. 1066.00 1172.60 42.83 47.1248 L.H., Daily Totals $3672.40 $4746.00 $76.51 $98.88


Incl.O&P

4 Laborers $31.60 $1011.20 $49.00 $1568.00 $33.55 $51.631 Equip. Oper. (med.) 41.35 330.80 62.15 497.201 Hyd. Excavator, 1.5 C.Y. 865.80 952.38 21.65 23.8140 L.H., Daily Totals $2207.80 $3017.58 $55.20 $75.44


Incl.O&P

2 Laborers $31.60 $505.60 $49.00 $784.00 $34.13 $52.331 Equip. Oper. (med.) 41.35 330.80 62.15 497.201 Truck Driver (heavy) 31.95 255.60 49.15 393.201 Backhoe Loader, 80 H.P. 345.00 379.501 Dump Truck, 12 C.Y., 400 H.P. 533.00 586.30 27.44 30.1832 L.H., Daily Totals $1970.00 $2640.20 $61.56 $82.51

Crew B-3C Hr. Daily Hr. DailyBareCosts

Incl.O&P

3 Laborers $31.60 $758.40 $49.00 $1176.00 $34.04 $52.291 Equip. Oper. (med.) 41.35 330.80 62.15 497.201 Crawler Loader, 4 C.Y. 1450.00 1595.00 45.31 49.8432 L.H., Daily Totals $2539.20 $3268.20 $79.35 $102.13


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $31.99 $49.544 Laborers 31.60 1011.20 49.00 1568.001 Truck Driver (heavy) 31.95 255.60 49.15 393.201 Truck Tractor, 220 H.P. 288.40 317.241 Flatbed Trailer, 40 Ton 139.60 153.56 8.92 9.8148 L.H., Daily Totals $1963.60 $2848.80 $40.91 $59.35


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $34.67 $53.204 Laborers 31.60 1011.20 49.00 1568.002 Equip. Oper. (med.) 41.35 661.60 62.15 994.401 Air Compressor, 250 cfm 162.40 178.642 Breakers, Pavement, 60 lb. 16.40 18.042 -50’ Air Hoses, 1.5! 12.60 13.861 Crawler Loader, 3 C.Y. 990.00 1089.00 21.10 23.2156 L.H., Daily Totals $3123.00 $4278.74 $55.77 $76.41


Incl.O&P

1 Foreman $33.60 $268.80 $52.10 $416.80 $34.07 $52.286 Laborers 31.60 1516.80 49.00 2352.002 Equip. Oper. (med.) 41.35 661.60 62.15 994.401 Equip. Oper. (light) 39.05 312.40 58.70 469.602 Truck Drivers (heavy) 31.95 511.20 49.15 786.401 Air Compressor, 365 cfm 211.20 232.322 Breakers, Pavement, 60 lb. 16.40 18.048 -50’ Air Hoses, 1! 32.80 36.082 Dump Trucks, 8 C.Y., 220 H.P. 652.80 718.08 9.51 10.4696 L.H., Daily Totals $4184.00 $6023.72 $43.58 $62.75


Incl.O&P

1 Powderman $40.85 $326.80 $63.25 $506.00 $36.57 $55.832 Equip. Oper. (med.) 41.35 661.60 62.15 994.403 Truck Drivers (heavy) 31.95 766.80 49.15 1179.601 F.E. Loader, W.M.,2.5 C.Y. 395.80 435.383 Dump Trucks, 12 C.Y., 400 H.P. 1599.00 1758.901 Air Compressor, 365 cfm 211.20 232.32 45.96 50.5548 L.H., Daily Totals $3961.20 $5106.60 $82.53 $106.39


Incl.O&P

3 Laborers $31.60 $758.40 $49.00 $1176.00 $34.92 $53.341 Equip. Oper. (medium) 41.35 330.80 62.15 497.202 Truck Drivers (heavy) 31.95 511.20 49.15 786.401 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Equip. Oper. Oiler 36.80 294.40 55.30 442.402 Dump Trucks, 12 C.Y., 400 H.P. 1066.00 1172.601 Crawler Loader, 4 C.Y. 1450.00 1595.001 S.P. Crane, 4x4, 25 Ton 716.80 788.48 50.51 55.5664 L.H., Daily Totals $5468.00 $6969.68 $85.44 $108.90


Incl.O&P

2 Laborers $31.60 $505.60 $49.00 $784.00 $34.08 $52.231 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Backhoe Loader, 48 H.P. 293.80 323.18 12.24 13.4724 L.H., Daily Totals $1111.80 $1576.78 $46.33 $65.70



665


Incl.O&P

.5 Labor Foreman (outside) $33.60 $134.40 $52.10 $208.40 $35.90 $54.881 Laborer 31.60 252.80 49.00 392.001 Equip. Oper. (med.) 41.35 330.80 62.15 497.201 Vacuum Trk.,5000 Gal. 395.20 434.72 19.76 21.7420 L.H., Daily Totals $1113.20 $1532.32 $55.66 $76.62


Incl.O&P

2 Labor Foremen (out) $33.60 $537.60 $52.10 $833.60 $32.27 $50.034 Laborers 31.60 1011.20 49.00 1568.001 S.P. Crane, 4x4, 5 Ton 258.20 284.021 Flatbed Truck, Gas, 1.5 Ton 194.40 213.841 Butt Fusion Machine 199.80 219.78 13.59 14.9548 L.H., Daily Totals $2201.20 $3119.24 $45.86 $64.98


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $33.56 $51.714 Laborers 31.60 1011.20 49.00 1568.001 Equip. Oper. (med.) 41.35 330.80 62.15 497.201 Brush Chipper, 12!, 130 H.P. 225.60 248.161 Crawler Loader, 3 C.Y. 990.00 1089.002 Chain Saws, Gas, 36! Long 75.60 83.16 26.90 29.5948 L.H., Daily Totals $2902.00 $3902.32 $60.46 $81.30


Incl.O&P

2 Laborers $31.60 $505.60 $49.00 $784.00 $34.08 $52.231 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Rake w/Tractor 257.70 283.472 Chain Saws, gas, 18! 51.60 56.76 12.89 14.1824 L.H., Daily Totals $1127.30 $1593.83 $46.97 $66.41


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $35.02 $53.502 Laborers 31.60 505.60 49.00 784.002 Equip. Oper. (med.) 41.35 661.60 62.15 994.401 Equip. Oper. Oiler 36.80 294.40 55.30 442.402 Truck Drivers (heavy) 31.95 511.20 49.15 786.401 Hyd. Crane, 25 Ton 789.40 868.341 Crawler Loader, 3 C.Y. 990.00 1089.002 Dump Trucks, 12 C.Y., 400 H.P. 1066.00 1172.60 44.46 48.9164 L.H., Daily Totals $5087.00 $6553.94 $79.48 $102.41


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $32.00 $49.624 Laborers 31.60 1011.20 49.00 1568.001 Air Compressor, 250 cfm 162.40 178.642 Breakers, Pavement, 60 lb. 16.40 18.042 -50’ Air Hoses, 1.5! 12.60 13.86 4.79 5.2640 L.H., Daily Totals $1471.40 $2195.34 $36.78 $54.88


Incl.O&P

2 Laborers $31.60 $505.60 $49.00 $784.00 $31.72 $49.051 Truck Driver (heavy) 31.95 255.60 49.15 393.201 Water Tanker, 5000 Gal. 136.00 149.601 Truck Tractor, 220 H.P. 288.40 317.242 -50’ Discharge Hoses, 3! 3.50 3.85 17.83 19.6124 L.H., Daily Totals $1189.10 $1647.89 $49.55 $68.66


Incl.O&P

2 Laborers $31.60 $505.60 $49.00 $784.00 $31.72 $49.051 Truck Driver (heavy) 31.95 255.60 49.15 393.202 -50’ Discharge Hoses, 3! 3.50 3.851 Water Tanker, 5000 Gal. 136.00 149.601 Truck Tractor, 220 H.P. 288.40 317.241 Pressure Washer 53.00 58.30 20.04 22.0424 L.H., Daily Totals $1242.10 $1706.19 $51.75 $71.09

Crew B-9D Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Labor Foreman (Outside) $33.60 $268.80 $52.10 $416.80 $32.00 $49.624 Common Laborers 31.60 1011.20 49.00 1568.001 Air Compressor, 250 cfm 162.40 178.642 -50’ Air Hoses, 1.5! 12.60 13.862 Air Powered Tampers 48.00 52.80 5.58 6.1340 L.H., Daily Totals $1503.00 $2230.10 $37.58 $55.75


Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $38.10 $57.77.5 Laborer 31.60 126.40 49.00 196.0012 L.H., Daily Totals $457.20 $693.20 $38.10 $57.77


Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $38.10 $57.77.5 Laborer 31.60 126.40 49.00 196.001 Roller, 2-Drum, W.B., 7.5 H.P. 145.20 159.72 12.10 13.3112 L.H., Daily Totals $602.40 $852.92 $50.20 $71.08


Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $38.10 $57.77.5 Laborer 31.60 126.40 49.00 196.001 Dozer, 200 H.P. 1082.00 1190.20 90.17 99.1812 L.H., Daily Totals $1539.20 $1883.40 $128.27 $156.95


Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $38.10 $57.77.5 Laborer 31.60 126.40 49.00 196.001 Dozer, 200 H.P. 1082.00 1190.201 Vibratory Roller, Towed, 23 Ton 411.00 452.10 124.42 136.8612 L.H., Daily Totals $1950.20 $2335.50 $162.52 $194.63


Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $38.10 $57.77.5 Laborer 31.60 126.40 49.00 196.001 Dozer, 200 H.P. 1082.00 1190.201 Sheepsft. Roller, Towed 465.40 511.94 128.95 141.8512 L.H., Daily Totals $2004.60 $2395.34 $167.05 $199.61

Crew B-10E Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $38.10 $57.77.5 Laborer 31.60 126.40 49.00 196.001 Tandem Roller, 5 Ton 137.80 151.58 11.48 12.6312 L.H., Daily Totals $595.00 $844.78 $49.58 $70.40

Crew B-10F Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $38.10 $57.77.5 Laborer 31.60 126.40 49.00 196.001 Tandem Roller, 10 Ton 233.00 256.30 19.42 21.3612 L.H., Daily Totals $690.20 $949.50 $57.52 $79.13



666

Crew B-10G Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $38.10 $57.77.5 Laborer 31.60 126.40 49.00 196.001 Sheepsft. Roll., 240 H.P. 1142.00 1256.20 95.17 104.6812 L.H., Daily Totals $1599.20 $1949.40 $133.27 $162.45

Crew B-10H Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $38.10 $57.77.5 Laborer 31.60 126.40 49.00 196.001 Diaphragm Water Pump, 2! 63.20 69.521 -20’ Suction Hose, 2! 1.95 2.152 -50’ Discharge Hoses, 2! 2.20 2.42 5.61 6.1712 L.H., Daily Totals $524.55 $767.28 $43.71 $63.94

Crew B-10I Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $38.10 $57.77.5 Laborer 31.60 126.40 49.00 196.001 Diaphragm Water Pump, 4! 86.20 94.821 -20’ Suction Hose, 4! 3.45 3.792 -50’ Discharge Hoses, 4! 4.70 5.17 7.86 8.6512 L.H., Daily Totals $551.55 $796.99 $45.96 $66.42

Crew B-10J Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $38.10 $57.77.5 Laborer 31.60 126.40 49.00 196.001 Centrifugal Water Pump, 3! 69.40 76.341 -20’ Suction Hose, 3! 3.05 3.362 -50’ Discharge Hoses, 3! 3.50 3.85 6.33 6.9612 L.H., Daily Totals $533.15 $776.75 $44.43 $64.73

Crew B-10K Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $38.10 $57.77.5 Laborer 31.60 126.40 49.00 196.001 Centr. Water Pump, 6! 309.40 340.341 -20’ Suction Hose, 6! 11.90 13.092 -50’ Discharge Hoses, 6! 12.60 13.86 27.82 30.6112 L.H., Daily Totals $791.10 $1060.49 $65.92 $88.37

Crew B-10L Hr. Daily Hr. DailyBareCosts

Incl.O&P


Crew B-10M Hr. Daily Hr. DailyBareCosts

Incl.O&P


Crew B-10N Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $38.10 $57.77.5 Laborer 31.60 126.40 49.00 196.001 F.E. Loader, T.M., 1.5 C.Y 367.00 403.70 30.58 33.6412 L.H., Daily Totals $824.20 $1096.90 $68.68 $91.41

Crew B-10O Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $38.10 $57.77.5 Laborer 31.60 126.40 49.00 196.001 F.E. Loader, T.M., 2.25 C.Y. 767.40 844.14 63.95 70.3412 L.H., Daily Totals $1224.60 $1537.34 $102.05 $128.11

Crew B-10P Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $38.10 $57.77.5 Laborer 31.60 126.40 49.00 196.001 Crawler Loader, 3 C.Y. 990.00 1089.00 82.50 90.7512 L.H., Daily Totals $1447.20 $1782.20 $120.60 $148.52

Crew B-10Q Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $38.10 $57.77.5 Laborer 31.60 126.40 49.00 196.001 Crawler Loader, 4 C.Y. 1450.00 1595.00 120.83 132.9212 L.H., Daily Totals $1907.20 $2288.20 $158.93 $190.68

Crew B-10R Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $38.10 $57.77.5 Laborer 31.60 126.40 49.00 196.001 F.E. Loader, W.M., 1 C.Y. 239.00 262.90 19.92 21.9112 L.H., Daily Totals $696.20 $956.10 $58.02 $79.67

Crew B-10S Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $38.10 $57.77.5 Laborer 31.60 126.40 49.00 196.001 F.E. Loader, W.M., 1.5 C.Y. 328.20 361.02 27.35 30.0912 L.H., Daily Totals $785.40 $1054.22 $65.45 $87.85

Crew B-10T Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $38.10 $57.77.5 Laborer 31.60 126.40 49.00 196.001 F.E. Loader, W.M.,2.5 C.Y. 395.80 435.38 32.98 36.2812 L.H., Daily Totals $853.00 $1128.58 $71.08 $94.05

Crew B-10U Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $38.10 $57.77.5 Laborer 31.60 126.40 49.00 196.001 F.E. Loader, W.M., 5.5 C.Y. 854.40 939.84 71.20 78.3212 L.H., Daily Totals $1311.60 $1633.04 $109.30 $136.09

Crew B-10V Hr. Daily Hr. DailyBareCosts

Incl.O&P


Crew B-10W Hr. Daily Hr. DailyBareCosts

Incl.O&P


Crew B-10X Hr. Daily Hr. DailyBareCosts

Incl.O&P


Crew B-10Y Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $38.10 $57.77.5 Laborer 31.60 126.40 49.00 196.001 Vibr. Roller, Towed, 12 Ton 469.60 516.56 39.13 43.0512 L.H., Daily Totals $926.80 $1209.76 $77.23 $100.81



667


Incl.O&P

1 Equipment Oper. (med.) $41.35 $330.80 $62.15 $497.20 $36.48 $55.581 Laborer 31.60 252.80 49.00 392.001 Dozer, 200 H.P. 1082.00 1190.20 67.63 74.3916 L.H., Daily Totals $1665.60 $2079.40 $104.10 $129.96


Incl.O&P

1 Equipment Oper. (light) $39.05 $312.40 $58.70 $469.60 $35.33 $53.851 Laborer 31.60 252.80 49.00 392.001 Air Powered Tamper 24.00 26.401 Air Compressor, 365 cfm 211.20 232.322 -50’ Air Hoses, 1.5! 12.60 13.86 15.49 17.0416 L.H., Daily Totals $813.00 $1134.18 $50.81 $70.89


Incl.O&P

1 Equipment Oper. (med.) $41.35 $330.80 $62.15 $497.20 $36.48 $55.581 Laborer 31.60 252.80 49.00 392.001 Backhoe Loader, 48 H.P. 293.80 323.18 18.36 20.2016 L.H., Daily Totals $877.40 $1212.38 $54.84 $75.77


Incl.O&P

1 Equipment Oper. (med.) $41.35 $330.80 $62.15 $497.20 $36.48 $55.581 Laborer 31.60 252.80 49.00 392.001 Grader, 30,000 Lbs. 550.20 605.221 Ripper, beam & 1 shank 79.60 87.56 39.36 43.3016 L.H., Daily Totals $1213.40 $1581.98 $75.84 $98.87


Incl.O&P

1 Equipment Oper. (med.) $41.35 $330.80 $62.15 $497.20 $36.48 $55.581 Laborer 31.60 252.80 49.00 392.001 Trencher, Chain Type, 8’ D 1777.00 1954.70 111.06 122.1716 L.H., Daily Totals $2360.60 $2843.90 $147.54 $177.74


Incl.O&P

1 Equipment Oper. (med.) $41.35 $330.80 $62.15 $497.20 $36.48 $55.581 Laborer 31.60 252.80 49.00 392.001 Grader, 30,000 Lbs. 550.20 605.22 34.39 37.8316 L.H., Daily Totals $1133.80 $1494.42 $70.86 $93.40


Incl.O&P

1 Equipment Oper. (med.) $41.35 $330.80 $62.15 $497.20 $36.48 $55.581 Laborer 31.60 252.80 49.00 392.001 Backhoe Loader, 80 H.P. 345.00 379.50 21.56 23.7216 L.H., Daily Totals $928.60 $1268.70 $58.04 $79.29


Incl.O&P

1 Labor Foreman $33.60 $268.80 $52.10 $416.80 $34.22 $52.372 Equipment Operators (med.) 41.35 661.60 62.15 994.406 Truck Drivers (hvy.) 31.95 1533.60 49.15 2359.201 F.E. Loader, W.M., 5.5 C.Y. 854.40 939.841 Dozer, 410 H.P. 1849.00 2033.906 Dump Trucks, Off Hwy., 50 Ton 9492.00 10441.20 169.38 186.3272 L.H., Daily Totals $14659.40 $17185.34 $203.60 $238.69


Incl.O&P

1 Equipment Operator (med.) $41.35 $330.80 $62.15 $497.20 $38.10 $57.77.5 Laborer 31.60 126.40 49.00 196.001 Dozer, 140 H.P. 682.00 750.20 56.83 62.5212 L.H., Daily Totals $1139.20 $1443.40 $94.93 $120.28


Incl.O&P



Incl.O&P

1 Equipment Operator (med.) $41.35 $330.80 $62.15 $497.20 $38.10 $57.77.5 Laborer 31.60 126.40 49.00 196.001 Dozer, 300 H.P. 1423.00 1565.301 Ripper, beam & 1 shank 79.60 87.56 125.22 137.7412 L.H., Daily Totals $1959.80 $2346.06 $163.32 $195.51


Incl.O&P

1 Equipment Operator (med.) $41.35 $330.80 $62.15 $497.20 $38.10 $57.77.5 Laborer 31.60 126.40 49.00 196.001 Dozer, 410 H.P. 1849.00 2033.901 Ripper, beam & 2 shanks 89.40 98.34 161.53 177.6912 L.H., Daily Totals $2395.60 $2825.44 $199.63 $235.45

Crew B-11U Hr. Daily Hr. DailyBareCosts

Incl.O&P



Incl.O&P

3 Laborers $31.60 $758.40 $49.00 $1176.00 $31.60 $49.001 Roller, 2-Drum, W.B., 7.5 H.P. 145.20 159.72 6.05 6.6624 L.H., Daily Totals $903.60 $1335.72 $37.65 $55.66

Crew B-11W Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Equipment Operator (med.) $41.35 $330.80 $62.15 $497.20 $32.70 $50.221 Common Laborer 31.60 252.80 49.00 392.0010 Truck Drivers (hvy.) 31.95 2556.00 49.15 3932.001 Dozer, 200 H.P. 1082.00 1190.201 Vibratory Roller, Towed, 23 Ton 411.00 452.1010 Dump Trucks, 8 C.Y., 220 H.P. 3264.00 3590.40 49.55 54.5196 L.H., Daily Totals $7896.60 $10053.90 $82.26 $104.73

Crew B-11Y Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Labor Foreman (Outside) $33.60 $268.80 $52.10 $416.80 $35.07 $53.735 Common Laborers 31.60 1264.00 49.00 1960.003 Equipment Operators (med.) 41.35 992.40 62.15 1491.601 Dozer, 80 H.P. 399.20 439.122 Rollers, 2-Drum, W.B., 7.5 H.P. 290.40 319.444 Vibratory Plates, Gas, 21! 156.80 172.48 11.76 12.9372 L.H., Daily Totals $3371.60 $4799.44 $46.83 $66.66


Incl.O&P

1 Equip. Oper. (crane) $42.55 $340.40 $63.95 $511.60 $37.08 $56.481 Laborer 31.60 252.80 49.00 392.001 Hyd. Excavator, 1 C.Y. 669.20 736.12 41.83 46.0116 L.H., Daily Totals $1262.40 $1639.72 $78.90 $102.48


Incl.O&P

1 Equip. Oper. (crane) $42.55 $340.40 $63.95 $511.60 $37.08 $56.481 Laborer 31.60 252.80 49.00 392.001 Hyd. Excavator, 1.5 C.Y. 865.80 952.38 54.11 59.5216 L.H., Daily Totals $1459.00 $1855.98 $91.19 $116.00



668


Incl.O&P

1 Equip. Oper. (crane) $42.55 $340.40 $63.95 $511.60 $37.08 $56.481 Laborer 31.60 252.80 49.00 392.001 Hyd. Excavator, 2 C.Y. 1182.00 1300.20 73.88 81.2616 L.H., Daily Totals $1775.20 $2203.80 $110.95 $137.74


Incl.O&P



Incl.O&P

1 Equip. Oper. (crane) $42.55 $340.40 $63.95 $511.60 $37.08 $56.481 Laborer 31.60 252.80 49.00 392.001 Hyd. Excavator, .5 C.Y. 394.60 434.06 24.66 27.1316 L.H., Daily Totals $987.80 $1337.66 $61.74 $83.60


Incl.O&P

1 Equip. Oper. (crane) $42.55 $340.40 $63.95 $511.60 $37.08 $56.481 Laborer 31.60 252.80 49.00 392.001 Hyd. Excavator, .75 C.Y. 598.60 658.46 37.41 41.1516 L.H., Daily Totals $1191.80 $1562.06 $74.49 $97.63


Incl.O&P

1 Equip. Oper. (crane) $42.55 $340.40 $63.95 $511.60 $37.08 $56.481 Laborer 31.60 252.80 49.00 392.001 Crawler Crane, 15 Ton 615.30 676.831 Clamshell Bucket, .5 C.Y. 36.60 40.26 40.74 44.8216 L.H., Daily Totals $1245.10 $1620.69 $77.82 $101.29


Incl.O&P

1 Equip. Oper. (crane) $42.55 $340.40 $63.95 $511.60 $37.08 $56.481 Laborer 31.60 252.80 49.00 392.001 Crawler Crane, 25 Ton 1052.00 1157.201 Clamshell Bucket, 1 C.Y. 46.20 50.82 68.64 75.5016 L.H., Daily Totals $1691.40 $2111.62 $105.71 $131.98


Incl.O&P

1 Equip. Oper. (crane) $42.55 $340.40 $63.95 $511.60 $37.08 $56.481 Laborer 31.60 252.80 49.00 392.001 Crawler Crane, 20 Ton 789.05 867.961 Dragline Bucket, .75 C.Y. 20.00 22.00 50.57 55.6216 L.H., Daily Totals $1402.25 $1793.56 $87.64 $112.10


Incl.O&P

1 Equip. Oper. (crane) $42.55 $340.40 $63.95 $511.60 $37.08 $56.481 Laborer 31.60 252.80 49.00 392.001 Gradall, 5/8 C.Y. 958.80 1054.68 59.92 65.9216 L.H., Daily Totals $1552.00 $1958.28 $97.00 $122.39


Incl.O&P

1 Equip. Oper. (crane) $42.55 $340.40 $63.95 $511.60 $37.08 $56.481 Laborer 31.60 252.80 49.00 392.001 Gradall, 3 Ton, 1 C.Y. 1130.00 1243.00 70.63 77.6916 L.H., Daily Totals $1723.20 $2146.60 $107.70 $134.16


Incl.O&P

1 Equip. Oper. (crane) $42.55 $340.40 $63.95 $511.60 $37.08 $56.481 Laborer 31.60 252.80 49.00 392.001 Crawler Crane, 15 Ton 615.30 676.831 F.E. Attachment, .5 C.Y. 52.80 58.08 41.76 45.9316 L.H., Daily Totals $1261.30 $1638.51 $78.83 $102.41


Incl.O&P

1 Equip. Oper. (crane) $42.55 $340.40 $63.95 $511.60 $37.08 $56.481 Laborer 31.60 252.80 49.00 392.001 Crawler Crane, 20 Ton 789.05 867.961 F.E. Attachment, .75 C.Y. 58.20 64.02 52.95 58.2516 L.H., Daily Totals $1440.45 $1835.58 $90.03 $114.72


Incl.O&P

1 Equip. Oper. (crane) $42.55 $340.40 $63.95 $511.60 $37.08 $56.481 Laborer 31.60 252.80 49.00 392.001 Crawler Crane, 25 Ton 1052.00 1157.201 F.E. Attachment, 1 C.Y. 64.00 70.40 69.75 76.7216 L.H., Daily Totals $1709.20 $2131.20 $106.83 $133.20

Crew B-12O Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Equip. Oper. (crane) $42.55 $340.40 $63.95 $511.60 $37.08 $56.481 Laborer 31.60 252.80 49.00 392.001 Crawler Crane, 40 Ton 1055.00 1160.501 F.E. Attachment, 1.5 C.Y. 74.20 81.62 70.58 77.6316 L.H., Daily Totals $1722.40 $2145.72 $107.65 $134.11


Incl.O&P

1 Equip. Oper. (crane) $42.55 $340.40 $63.95 $511.60 $37.08 $56.481 Laborer 31.60 252.80 49.00 392.001 Crawler Crane, 40 Ton 1055.00 1160.501 Dragline Bucket, 1.5 C.Y. 32.80 36.08 67.99 74.7916 L.H., Daily Totals $1681.00 $2100.18 $105.06 $131.26


Incl.O&P

1 Equip. Oper. (crane) $42.55 $340.40 $63.95 $511.60 $37.08 $56.481 Laborer 31.60 252.80 49.00 392.001 Hyd. Excavator, 5/8 C.Y. 517.20 568.92 32.33 35.5616 L.H., Daily Totals $1110.40 $1472.52 $69.40 $92.03


Incl.O&P



Incl.O&P

1 Equip. Oper. (crane) $42.55 $340.40 $63.95 $511.60 $37.08 $56.481 Laborer 31.60 252.80 49.00 392.001 Crawler Crane, 75 Ton 1496.00 1645.601 F.E. Attachment, 3 C.Y. 97.60 107.36 99.60 109.5616 L.H., Daily Totals $2186.80 $2656.56 $136.68 $166.04


Incl.O&P

1 Equip. Oper. (crane) $42.55 $340.40 $63.95 $511.60 $37.08 $56.481 Laborer 31.60 252.80 49.00 392.001 Crawler Crane, 75 Ton 1496.00 1645.601 Dragline Bucket, 3 C.Y. 46.20 50.82 96.39 106.0316 L.H., Daily Totals $2135.40 $2600.02 $133.46 $162.50



669


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $34.19 $52.484 Laborers 31.60 1011.20 49.00 1568.001 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Hyd. Crane, 25 Ton 789.40 868.34 14.10 15.5156 L.H., Daily Totals $2704.20 $3807.14 $48.29 $67.98


Incl.O&P

1 Foreman $33.60 $268.80 $52.10 $416.80 $34.77 $53.242 Laborers 31.60 505.60 49.00 784.002 Equipment Operators (med.) 41.35 661.60 62.15 994.402 Truck Drivers (heavy) 31.95 511.20 49.15 786.401 Crawler Crane, 75 Ton 1496.00 1645.601 Crawler Loader, 4 C.Y. 1450.00 1595.002 Dump Trucks, 8 C.Y., 220 H.P. 652.80 718.08 64.26 70.6956 L.H., Daily Totals $5546.00 $6940.28 $99.04 $123.93


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $34.19 $52.484 Laborers 31.60 1011.20 49.00 1568.001 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Hyd. Crane, 55 Ton 1125.00 1237.50 20.09 22.1056 L.H., Daily Totals $3039.80 $4176.30 $54.28 $74.58


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $34.19 $52.484 Laborers 31.60 1011.20 49.00 1568.001 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Crawler Crane, 100 Ton 1611.00 1772.10 28.77 31.6456 L.H., Daily Totals $3525.80 $4710.90 $62.96 $84.12


Incl.O&P

1 Laborer $31.60 $252.80 $49.00 $392.00 $37.08 $56.481 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Hyd. Excavator, 1 C.Y. 669.20 736.121 Trench Box 113.40 124.74 48.91 53.8016 L.H., Daily Totals $1375.80 $1764.46 $85.99 $110.28


Incl.O&P

1 Laborer $31.60 $252.80 $49.00 $392.00 $37.08 $56.481 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Hyd. Excavator, 1.5 C.Y. 865.80 952.381 Trench Box 113.40 124.74 61.20 67.3216 L.H., Daily Totals $1572.40 $1980.72 $98.28 $123.80


Incl.O&P



Incl.O&P

1 Laborer $31.60 $252.80 $49.00 $392.00 $37.08 $56.481 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Hyd. Excavator, .75 C.Y. 598.60 658.461 Trench Box 113.40 124.74 44.50 48.9516 L.H., Daily Totals $1305.20 $1686.80 $81.58 $105.43


Incl.O&P

1 Laborer $31.60 $252.80 $49.00 $392.00 $37.08 $56.481 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Gradall, 5/8 C.Y. 958.80 1054.681 Trench Box 113.40 124.74 67.01 73.7116 L.H., Daily Totals $1665.40 $2083.02 $104.09 $130.19


Incl.O&P

1 Laborer $31.60 $252.80 $49.00 $392.00 $37.08 $56.481 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Gradall, 3 Ton, 1 C.Y. 1130.00 1243.001 Trench Box 113.40 124.74 77.71 85.4816 L.H., Daily Totals $1836.60 $2271.34 $114.79 $141.96


Incl.O&P



Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $33.17 $51.134 Laborers 31.60 1011.20 49.00 1568.001 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Backhoe Loader, 48 H.P. 293.80 323.18 6.12 6.7348 L.H., Daily Totals $1886.20 $2777.58 $39.30 $57.87


Incl.O&P

1 Equip. Oper. (crane) $42.55 $340.40 $63.95 $511.60 $38.90 $58.97.5 Laborer 31.60 126.40 49.00 196.001 Hyd. Excavator, 4.5 C.Y. 2635.00 2898.50 219.58 241.5412 L.H., Daily Totals $3101.80 $3606.10 $258.48 $300.51


Incl.O&P

1 Equip. Oper. (crane) $42.55 $340.40 $63.95 $511.60 $38.90 $58.97.5 Laborer 31.60 126.40 49.00 196.001 Hyd. Excavator, 6 C.Y. 3080.00 3388.00 256.67 282.3312 L.H., Daily Totals $3546.80 $4095.60 $295.57 $341.30


Incl.O&P

1 Equip. Oper. (crane) $42.55 $340.40 $63.95 $511.60 $38.90 $58.97.5 Laborer 31.60 126.40 49.00 196.001 Hyd. Excavator, 7 C.Y. 3256.00 3581.60 271.33 298.4712 L.H., Daily Totals $3722.80 $4289.20 $310.23 $357.43


Incl.O&P

1 Equip. Oper. (crane) $42.55 $340.40 $63.95 $511.60 $38.90 $58.97.5 Laborer 31.60 126.40 49.00 196.001 Hyd. Shovel, 7 C.Y. 3090.00 3399.00 257.50 283.2512 L.H., Daily Totals $3556.80 $4106.60 $296.40 $342.22


Incl.O&P

1 Equip. Oper. (crane) $42.55 $340.40 $63.95 $511.60 $38.90 $58.97.5 Laborer 31.60 126.40 49.00 196.001 Hyd. Shovel, 12 C.Y. 4148.00 4562.80 345.67 380.2312 L.H., Daily Totals $4614.80 $5270.40 $384.57 $439.20



670


Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $38.10 $57.77.5 Laborer 31.60 126.40 49.00 196.001 F.E. Loader, 8 C.Y. 1497.00 1646.70 124.75 137.2212 L.H., Daily Totals $1954.20 $2339.90 $162.85 $194.99


Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $38.10 $57.77.5 Laborer 31.60 126.40 49.00 196.001 F.E. Loader, 10 C.Y. 2225.00 2447.50 185.42 203.9612 L.H., Daily Totals $2682.20 $3140.70 $223.52 $261.73


Incl.O&P

1 Equipment Oper. (med) $41.35 $330.80 $62.15 $497.20 $34.59 $52.84.5 Laborer 31.60 126.40 49.00 196.002 Truck Drivers (heavy) 31.95 511.20 49.15 786.402 Dump Trucks, 12 C.Y., 400 H.P. 1066.00 1172.601 Dozer, 200 H.P. 1082.00 1190.20 76.71 84.3928 L.H., Daily Totals $3116.40 $3842.40 $111.30 $137.23


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $32.19 $49.812 Laborers 31.60 505.60 49.00 784.001 Truck Driver (heavy) 31.95 255.60 49.15 393.201 Dump Truck, 12 C.Y., 400 H.P. 533.00 586.30 16.66 18.3232 L.H., Daily Totals $1563.00 $2180.30 $48.84 $68.13


Incl.O&P

2 Laborers $31.60 $505.60 $49.00 $784.00 $33.55 $51.461 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Truck Driver (heavy) 31.95 255.60 49.15 393.201 Backhoe Loader, 48 H.P. 293.80 323.181 Dump Truck, 8 C.Y., 220 H.P. 326.40 359.04 19.38 21.3232 L.H., Daily Totals $1693.80 $2329.02 $52.93 $72.78


Incl.O&P

2 Laborer Foremen $33.60 $537.60 $52.10 $833.60 $34.05 $52.786 Laborers 31.60 1516.80 49.00 2352.001 Skilled Worker Foreman 42.85 342.80 66.35 530.801 Skilled Worker 40.85 326.80 63.25 506.0080 L.H., Daily Totals $2724.00 $4222.40 $34.05 $52.78


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $32.27 $50.032 Laborers 31.60 505.60 49.00 784.001 Vibratory Plate, Gas, 21! 39.20 43.12 1.63 1.8024 L.H., Daily Totals $813.60 $1243.92 $33.90 $51.83


Incl.O&P

1 Pile Driver Foreman $40.50 $324.00 $65.75 $526.00 $39.55 $62.374 Pile Drivers 38.50 1232.00 62.50 2000.002 Equip. Oper. (crane) 42.55 680.80 63.95 1023.201 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Crawler Crane, 40 Ton 1055.00 1160.501 Lead, 90’ high 118.80 130.681 Hammer, Diesel, 22k Ft-Lb 590.00 649.00 27.56 30.3264 L.H., Daily Totals $4295.00 $5931.78 $67.11 $92.68


Incl.O&P

1 Pile Driver Foreman $40.50 $324.00 $65.75 $526.00 $39.55 $62.374 Pile Drivers 38.50 1232.00 62.50 2000.002 Equip. Oper. (crane) 42.55 680.80 63.95 1023.201 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Crawler Crane, 75 Ton 1496.00 1645.601 Lead, 90’ high 118.80 130.681 Hammer, Diesel, 41k Ft-Lb 677.60 745.36 35.82 39.4064 L.H., Daily Totals $4823.60 $6513.24 $75.37 $101.77


Incl.O&P

1 Labor Foreman (out) $33.60 $268.80 $52.10 $416.80 $35.35 $54.781 Skilled Worker 40.85 326.80 63.25 506.001 Laborer 31.60 252.80 49.00 392.0024 L.H., Daily Totals $848.40 $1314.80 $35.35 $54.78


Incl.O&P

1 Labor Foreman $33.60 $268.80 $52.10 $416.80 $38.24 $58.201 Laborer 31.60 252.80 49.00 392.001 Plumber 48.75 390.00 73.15 585.201 Plumber Apprentice 39.00 312.00 58.55 468.4032 L.H., Daily Totals $1223.60 $1862.40 $38.24 $58.20


Incl.O&P

1 Labor Foreman (out) $33.60 $268.80 $52.10 $416.80 $36.38 $56.091 Skilled Worker 40.85 326.80 63.25 506.001 Laborer 31.60 252.80 49.00 392.00.5 Equip. Oper. (crane) 42.55 170.20 63.95 255.80.5 S.P. Crane, 4x4, 5 Ton 129.10 142.01 4.61 5.0728 L.H., Daily Totals $1147.70 $1712.61 $40.99 $61.16


Incl.O&P

1 Labor Foreman $33.60 $268.80 $52.10 $416.80 $39.10 $59.351 Laborer 31.60 252.80 49.00 392.001 Plumber 48.75 390.00 73.15 585.201 Plumber Apprentice 39.00 312.00 58.55 468.401 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 S.P. Crane, 4x4, 12 Ton 601.80 661.98 15.05 16.5540 L.H., Daily Totals $2165.80 $3035.98 $54.15 $75.90


Incl.O&P

1 Laborer Foreman $33.60 $268.80 $52.10 $416.80 $34.19 $52.613 Laborers 31.60 758.40 49.00 1176.001 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Hyd. Crane, 12 Ton 768.80 845.68 19.22 21.1440 L.H., Daily Totals $2136.40 $2950.08 $53.41 $73.75


Incl.O&P

1 Laborer Foreman $33.60 $268.80 $52.10 $416.80 $34.19 $52.484 Laborers 31.60 1011.20 49.00 1568.001 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Equip. Oper. Oiler 36.80 294.40 55.30 442.402 Cutting Torches 34.00 37.402 Gases 151.20 166.321 Lattice Boom Crane, 90 Ton 1741.00 1915.10 34.40 37.8456 L.H., Daily Totals $3841.00 $5057.62 $68.59 $90.31



671


Incl.O&P

1 Labor Foreman (out) $33.60 $268.80 $52.10 $416.80 $36.79 $56.621 Skilled Worker 40.85 326.80 63.25 506.001 Laborer 31.60 252.80 49.00 392.00.75 Equip. Oper. (crane) 42.55 255.30 63.95 383.70.75 S.P. Crane, 4x4, 5 Ton 193.65 213.01 6.46 7.1030 L.H., Daily Totals $1297.35 $1911.52 $43.24 $63.72


Incl.O&P

1 Labor Foreman (out) $33.60 $268.80 $52.10 $416.80 $35.70 $55.011 Skilled Worker 40.85 326.80 63.25 506.002 Laborers 31.60 505.60 49.00 784.00.75 Equipment Oper. (crane) 42.55 255.30 63.95 383.70.75 S.P. Crane, 4x4, 5 Ton 193.65 213.011 Generator, 5 kW 40.20 44.221 Butt Fusion Machine 199.80 219.78 11.41 12.5538 L.H., Daily Totals $1790.15 $2567.51 $47.11 $67.57


Incl.O&P

1 Skilled Worker $40.85 $326.80 $63.25 $506.00 $36.23 $56.131 Laborer 31.60 252.80 49.00 392.001 Electro Fusion Machine 146.80 161.48 9.18 10.0916 L.H., Daily Totals $726.40 $1059.48 $45.40 $66.22


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $32.00 $49.624 Laborers 31.60 1011.20 49.00 1568.001 Drill Rig, Truck-Mounted 2533.00 2786.301 Flatbed Truck, Gas, 3 Ton 242.60 266.86 69.39 76.3340 L.H., Daily Totals $4055.60 $5037.96 $101.39 $125.95


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $35.52 $54.421 Laborer 31.60 252.80 49.00 392.001 Equip. Operator (medium) 41.35 330.80 62.15 497.201 Drill Rig, Truck-Mounted 2533.00 2786.301 Pickup Truck, 3/4 Ton 116.80 128.48 110.41 121.4524 L.H., Daily Totals $3502.20 $4220.78 $145.93 $175.87


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $35.52 $54.421 Laborer 31.60 252.80 49.00 392.001 Equip. Operator (medium) 41.35 330.80 62.15 497.201 Drill Rig, Truck-Mounted 2533.00 2786.301 Pickup Truck, 3/4 Ton 116.80 128.481 Centr. Water Pump, 6! 309.40 340.34 123.30 135.6324 L.H., Daily Totals $3811.60 $4561.12 $158.82 $190.05


Incl.O&P

1 Cement Finisher $38.30 $306.40 $56.05 $448.40 $36.62 $55.671 Laborer 31.60 252.80 49.00 392.001 Carpenter 39.95 319.60 61.95 495.6024 L.H., Daily Totals $878.80 $1336.00 $36.62 $55.67


Incl.O&P

1 Labor Foreman $33.60 $268.80 $52.10 $416.80 $34.44 $52.877 Laborers 31.60 1769.60 49.00 2744.003 Equip. Oper. (med.) 41.35 992.40 62.15 1491.601 Asphalt Paver, 130 H.P. 1936.00 2129.601 Tandem Roller, 10 Ton 233.00 256.301 Roller, Pneum. Whl, 12 Ton 307.80 338.58 28.15 30.9688 L.H., Daily Totals $5507.60 $7376.88 $62.59 $83.83


Incl.O&P

1 Labor Foreman $33.60 $268.80 $52.10 $416.80 $35.02 $53.647 Laborers 31.60 1769.60 49.00 2744.004 Equip. Oper. (medium) 41.35 1323.20 62.15 1988.801 Asphalt Paver, 130 H.P. 1936.00 2129.602 Tandem Rollers, 10 Ton 466.00 512.601 Roller, Pneum. Whl, 12 Ton 307.80 338.58 28.23 31.0596 L.H., Daily Totals $6071.40 $8130.38 $63.24 $84.69


Incl.O&P

1 Labor Foreman $33.60 $268.80 $52.10 $416.80 $35.18 $53.903 Laborers 31.60 758.40 49.00 1176.002 Equip. Oper. (medium) 41.35 661.60 62.15 994.401 Asphalt Paver, 130 H.P. 1936.00 2129.601 Tandem Roller, 10 Ton 233.00 256.30 45.19 49.7148 L.H., Daily Totals $3857.80 $4973.10 $80.37 $103.61


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $35.34 $54.486 Laborers 31.60 1516.80 49.00 2352.002 Equip. Oper. (med.) 41.35 661.60 62.15 994.401 Rodman (reinf.) 44.55 356.40 72.85 582.801 Cement Finisher 38.30 306.40 56.05 448.401 Grader, 30,000 Lbs. 550.20 605.221 Paving Mach. & Equip. 2500.00 2750.00 34.66 38.1388 L.H., Daily Totals $6160.20 $8149.62 $70.00 $92.61


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $35.34 $54.486 Laborers 31.60 1516.80 49.00 2352.002 Equip. Oper. (med.) 41.35 661.60 62.15 994.401 Rodman (reinf.) 44.55 356.40 72.85 582.801 Cement Finisher 38.30 306.40 56.05 448.401 Grader, 30,000 Lbs. 550.20 605.221 Paving Mach. & Equip. 2500.00 2750.001 Concrete Saw 141.00 155.10 36.26 39.8988 L.H., Daily Totals $6301.20 $8304.72 $71.60 $94.37


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $35.84 $55.126 Laborers 31.60 1516.80 49.00 2352.003 Equip. Oper. (med.) 41.35 992.40 62.15 1491.601 Rodman (reinf.) 44.55 356.40 72.85 582.801 Cement Finisher 38.30 306.40 56.05 448.401 Grader, 30,000 Lbs. 550.20 605.221 Paving Mach. & Equip. 2500.00 2750.001 Concrete Pump, 110’ Boom 977.00 1074.70 41.95 46.1596 L.H., Daily Totals $7468.00 $9721.52 $77.79 $101.27


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $32.10 $49.773 Laborers 31.60 758.40 49.00 1176.001 Berm Machine 271.40 298.54 8.48 9.3332 L.H., Daily Totals $1298.60 $1891.34 $40.58 $59.10


Incl.O&P

2 Carpenters $39.95 $639.20 $61.95 $991.20 $37.17 $57.631 Laborer 31.60 252.80 49.00 392.0024 L.H., Daily Totals $892.00 $1383.20 $37.17 $57.63



672


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $34.19 $52.484 Laborers 31.60 1011.20 49.00 1568.001 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Gradall, 5/8 C.Y. 958.80 1054.68 17.12 18.8356 L.H., Daily Totals $2873.60 $3993.48 $51.31 $71.31


Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $35.08 $53.482 Truck Drivers (heavy) 31.95 511.20 49.15 786.401 Hyd. Excavator, 1.5 C.Y. 865.80 952.382 Dump Trucks, 12 C.Y., 400 H.P. 1066.00 1172.60 80.49 88.5424 L.H., Daily Totals $2773.80 $3408.58 $115.58 $142.02


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $33.67 $52.213 Laborers 31.60 758.40 49.00 1176.001 Carpenter 39.95 319.60 61.95 495.601 Air Compressor, 250 cfm 162.40 178.641 Sheeting Driver 5.75 6.332 -50’ Air Hoses, 1.5! 12.60 13.86 4.52 4.9740 L.H., Daily Totals $1527.55 $2287.22 $38.19 $57.18


Incl.O&P

1 Laborer $31.60 $252.80 $49.00 $392.00 $38.91 $58.863 Equip. Oper. (med.) 41.35 992.40 62.15 1491.601 Grader, 30,000 Lbs. 550.20 605.221 Tandem Roller, 10 Ton 233.00 256.301 Dozer, 200 H.P. 1082.00 1190.20 58.29 64.1232 L.H., Daily Totals $3110.40 $3935.32 $97.20 $122.98


Incl.O&P

1 Laborer $31.60 $252.80 $49.00 $392.00 $38.10 $57.772 Equip. Oper. (medium) 41.35 661.60 62.15 994.401 Grader, 30,000 Lbs. 550.20 605.221 Roller, Vibratory, 25 Ton 594.60 654.06 47.70 52.4724 L.H., Daily Totals $2059.20 $2645.68 $85.80 $110.24


Incl.O&P

1 Laborer $31.60 $252.80 $49.00 $392.00 $38.10 $57.772 Equip. Oper. (medium) 41.35 661.60 62.15 994.401 Dozer, 200 H.P. 1082.00 1190.201 Roller, Vibratory, 25 Ton 594.60 654.06 69.86 76.8424 L.H., Daily Totals $2591.00 $3230.66 $107.96 $134.61


Incl.O&P

1 Labor Foreman $33.60 $268.80 $52.10 $416.80 $36.81 $56.092 Laborers 31.60 505.60 49.00 784.003 Equip. Oper. (medium) 41.35 992.40 62.15 1491.601 Grader, 30,000 Lbs. 550.20 605.221 Tandem Roller, 10 Ton 233.00 256.301 Dozer, 200 H.P. 1082.00 1190.20 38.86 42.7448 L.H., Daily Totals $3632.00 $4744.12 $75.67 $98.84


Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $38.56 $58.39.5 Laborer 31.60 126.40 49.00 196.00.25 Equip. Oper. (med.) 41.35 82.70 62.15 124.301 Scraper, Towed, 7 C.Y. 102.20 112.421.25 Dozers, 300 H.P. 1778.75 1956.63 134.35 147.7914 L.H., Daily Totals $2420.85 $2886.55 $172.92 $206.18


Incl.O&P



Incl.O&P



Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $38.56 $58.39.5 Laborer 31.60 126.40 49.00 196.00.25 Equip. Oper. (med.) 41.35 82.70 62.15 124.301 S.P. Scraper, 14 C.Y. 1509.00 1659.90.25 Dozer, 300 H.P. 355.75 391.32 133.20 146.5214 L.H., Daily Totals $2404.65 $2868.72 $171.76 $204.91


Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $38.56 $58.39.5 Laborer 31.60 126.40 49.00 196.00.25 Equip. Oper. (med.) 41.35 82.70 62.15 124.301 S.P. Scraper, 21 C.Y. 1924.00 2116.40.25 Dozer, 300 H.P. 355.75 391.32 162.84 179.1214 L.H., Daily Totals $2819.65 $3325.22 $201.40 $237.52


Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $38.56 $58.39.5 Laborer 31.60 126.40 49.00 196.00.25 Equip. Oper. (med.) 41.35 82.70 62.15 124.301 Elev. Scraper, 11 C.Y. 1095.00 1204.50.25 Dozer, 300 H.P. 355.75 391.32 103.63 113.9914 L.H., Daily Totals $1990.65 $2413.32 $142.19 $172.38


Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $38.56 $58.39.5 Laborer 31.60 126.40 49.00 196.00.25 Equip. Oper. (med.) 41.35 82.70 62.15 124.301 Elev. Scraper, 22 C.Y. 2127.00 2339.70.25 Dozer, 300 H.P. 355.75 391.32 177.34 195.0714 L.H., Daily Totals $3022.65 $3548.53 $215.90 $253.47


Incl.O&P

.5 Laborer $31.60 $126.40 $49.00 $196.00 $38.56 $58.391 Equipment Operator (med.) 41.35 330.80 62.15 497.20.25 Equipment Operator (med.) 41.35 82.70 62.15 124.301 S.P. Scraper, 44 C.Y. 3452.00 3797.20.25 Dozer, 410 H.P. 462.25 508.48 279.59 307.5514 L.H., Daily Totals $4454.15 $5123.18 $318.15 $365.94


Incl.O&P

1 Equipment Operator (med.) $41.35 $330.80 $62.15 $497.20 $41.35 $62.151 S.P. Scraper, 14 C.Y. 1509.00 1659.90 188.63 207.498 L.H., Daily Totals $1839.80 $2157.10 $229.97 $269.64



673


Incl.O&P

1 Equipment Operator (med.) $41.35 $330.80 $62.15 $497.20 $38.56 $58.39.25 Equipment Operator (med.) 41.35 82.70 62.15 124.30.5 Laborer 31.60 126.40 49.00 196.001 S.P. Scraper, 31 C.Y. 2878.00 3165.80.25 Dozer, 410 H.P. 462.25 508.48 238.59 262.4514 L.H., Daily Totals $3880.15 $4491.77 $277.15 $320.84


Incl.O&P

1 Truck Driver (heavy) $31.95 $255.60 $49.15 $393.20 $31.95 $49.151 Dump Truck, 8 C.Y., 220 H.P. 326.40 359.04 40.80 44.888 L.H., Daily Totals $582.00 $752.24 $72.75 $94.03


Incl.O&P

1 Truck Driver (heavy) $31.95 $255.60 $49.15 $393.20 $31.95 $49.151 Dump Truck, 12 C.Y., 400 H.P. 533.00 586.30 66.63 73.298 L.H., Daily Totals $788.60 $979.50 $98.58 $122.44


Incl.O&P

1 Truck Driver (heavy) $31.95 $255.60 $49.15 $393.20 $31.95 $49.151 Truck Tractor, 6x4, 380 H.P. 478.80 526.681 Dump Trailer, 16.5 C.Y. 115.60 127.16 74.30 81.738 L.H., Daily Totals $850.00 $1047.04 $106.25 $130.88


Incl.O&P

1 Truck Driver (heavy) $31.95 $255.60 $49.15 $393.20 $31.95 $49.151 Truck Tractor, 6x4, 380 H.P. 478.80 526.681 Dump Trailer, 20 C.Y. 130.20 143.22 76.13 83.748 L.H., Daily Totals $864.60 $1063.10 $108.08 $132.89


Incl.O&P

1 Truck Driver (heavy) $31.95 $255.60 $49.15 $393.20 $31.95 $49.151 Dump Truck, Off Hwy., 25 Ton 1280.00 1408.00 160.00 176.008 L.H., Daily Totals $1535.60 $1801.20 $191.95 $225.15


Incl.O&P



Incl.O&P



Incl.O&P



Incl.O&P



Incl.O&P

1 Truck Driver (heavy) $31.95 $255.60 $49.15 $393.20 $31.95 $49.151 Truck Tractor, 6x4, 450 H.P. 581.20 639.321 Lowbed Trailer, 75 Ton 203.00 223.30 98.03 107.838 L.H., Daily Totals $1039.80 $1255.82 $129.97 $156.98


Incl.O&P

1 Equip. Oper. (light) $39.05 $312.40 $58.70 $469.60 $39.05 $58.701 Flatbed Truck, Gas, 1.5 Ton 194.40 213.84 24.30 26.738 L.H., Daily Totals $506.80 $683.44 $63.35 $85.43


Incl.O&P

1 Truck Driver (heavy) $31.95 $255.60 $49.15 $393.20 $31.95 $49.151 Dump Truck, 8 C.Y., 220 H.P. 326.40 359.041 Flatbed Trailer, 40 Ton 139.60 153.56 58.25 64.088 L.H., Daily Totals $721.60 $905.80 $90.20 $113.22


Incl.O&P

1 Pipe Fitter $49.35 $394.80 $74.05 $592.40 $40.55 $61.281 Truck Driver (light) 30.95 247.60 47.65 381.201 Equip. Oper. (medium) 41.35 330.80 62.15 497.201 Flatbed Truck, Gas, 3 Ton 242.60 266.861 Backhoe Loader, 48 H.P. 293.80 323.18 22.35 24.5924 L.H., Daily Totals $1509.60 $2060.84 $62.90 $85.87


Incl.O&P

1 Pipe Fitter $49.35 $394.80 $74.05 $592.40 $40.95 $61.881 Truck Driver (light) 30.95 247.60 47.65 381.201 Eqip. Oper. (crane) 42.55 340.40 63.95 511.601 Flatbed Trailer, 25 Ton 102.00 112.201 Dump Truck, 8 C.Y., 220 H.P. 326.40 359.041 Hyd. Crane, 25 Ton 789.40 868.34 50.74 55.8224 L.H., Daily Totals $2200.60 $2824.78 $91.69 $117.70


Incl.O&P

1 Pipe Fitter $49.35 $394.80 $74.05 $592.40 $40.95 $61.881 Truck Driver (light) 30.95 247.60 47.65 381.201 Eqip. Oper. (crane) 42.55 340.40 63.95 511.601 Flatbed Trailer, 25 Ton 102.00 112.201 Dump Truck, 8 C.Y., 220 H.P. 326.40 359.041 Hyd. Crane, 25 Ton 789.40 868.341 Hyd. Excavator, 1 C.Y. 669.20 736.12 78.63 86.4924 L.H., Daily Totals $2869.80 $3560.90 $119.58 $148.37


Incl.O&P

2 Pipe Fitters $49.35 $789.60 $74.05 $1184.80 $43.30 $65.301 Truck Driver (heavy) 31.95 255.60 49.15 393.201 Eqip. Oper. (crane) 42.55 340.40 63.95 511.601 Flatbed Trailer, 40 Ton 139.60 153.561 Truck Tractor, 6x4, 380 H.P. 478.80 526.681 Hyd. Crane, 80 Ton 1296.00 1425.601 Hyd. Excavator, 2 C.Y. 1182.00 1300.20 96.76 106.4432 L.H., Daily Totals $4482.00 $5495.64 $140.06 $171.74


Incl.O&P

2 Pipe Fitters $49.35 $789.60 $74.05 $1184.80 $43.30 $65.301 Truck Driver (heavy) 31.95 255.60 49.15 393.201 Eqip. Oper. (crane) 42.55 340.40 63.95 511.601 Flatbed Trailer, 40 Ton 139.60 153.561 Truck Tractor, 6x4, 380 H.P. 478.80 526.681 Hyd. Crane, 80 Ton 1296.00 1425.60 59.83 65.8132 L.H., Daily Totals $3300.00 $4195.44 $103.13 $131.11



674


Incl.O&P

1 Laborer Foreman (out) $33.60 $268.80 $52.10 $416.80 $39.02 $59.461 Skilled Worker 40.85 326.80 63.25 506.001 Welder (plumber) 48.75 390.00 73.15 585.201 Laborer 31.60 252.80 49.00 392.001 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Welder, electric, 300 amp 55.70 61.271 Hyd. Excavator, .75 C.Y. 598.60 658.46 13.63 14.9948 L.H., Daily Totals $2527.50 $3573.73 $52.66 $74.45


Incl.O&P

1 Laborer Foreman (out) $33.60 $268.80 $52.10 $416.80 $37.96 $57.962 Laborers 31.60 505.60 49.00 784.001 Skilled Worker 40.85 326.80 63.25 506.001 Welder (plumber) 48.75 390.00 73.15 585.201 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Welder, gas engine, 300 amp 134.20 147.621 Crawler Crane, 75 Ton 1496.00 1645.60 29.11 32.0256 L.H., Daily Totals $3756.20 $5039.22 $67.08 $89.99


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $35.90 $54.882 Laborers 31.60 505.60 49.00 784.002 Equip. Oper. (med.) 41.35 661.60 62.15 994.401 Dozer, 200 H.P. 1082.00 1190.201 Aggregate Spreader 35.00 38.501 Tandem Roller, 10 Ton 233.00 256.30 33.75 37.1340 L.H., Daily Totals $2786.00 $3680.20 $69.65 $92.00


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $37.46 $56.962 Laborers 31.60 505.60 49.00 784.004 Equip. Oper. (med.) 41.35 1323.20 62.15 1988.801 Dozer, 200 H.P. 1082.00 1190.201 Aggregate Spreader 35.00 38.501 Tandem Roller, 10 Ton 233.00 256.301 Roller, Pneum. Whl, 12 Ton 307.80 338.58 29.60 32.5656 L.H., Daily Totals $3755.40 $5013.18 $67.06 $89.52


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $36.77 $55.982 Laborers 31.60 505.60 49.00 784.004 Equip. Oper. (medium) 41.35 1323.20 62.15 1988.801 Truck Driver, Heavy 31.95 255.60 49.15 393.201 Grader, 30,000 Lbs. 550.20 605.221 F.E. Loader, crl, 1.5 C.Y. 463.00 509.301 Dozer, 300 H.P. 1423.00 1565.301 Roller, Vibratory, 25 Ton 594.60 654.061 Truck Tractor, 6x4, 450 H.P. 581.20 639.321 Water Tanker, 5000 Gal. 136.00 149.60 58.56 64.4264 L.H., Daily Totals $6101.20 $7705.60 $95.33 $120.40


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $37.92 $57.543 Equip. Oper. (medium) 41.35 992.40 62.15 1491.601 Truck Driver, Heavy 31.95 255.60 49.15 393.201 Grader, 30,000 Lbs. 550.20 605.221 Dozer, 300 H.P. 1423.00 1565.301 Roller, Vibratory, 25 Ton 594.60 654.061 Truck Tractor, 6x4, 450 H.P. 581.20 639.321 Water Tanker, 5000 Gal. 136.00 149.60 82.13 90.3440 L.H., Daily Totals $4801.80 $5915.10 $120.05 $147.88


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $33.17 $51.134 Laborers 31.60 1011.20 49.00 1568.001 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Tandem Roller, 5 Ton 137.80 151.58 2.87 3.1648 L.H., Daily Totals $1730.20 $2605.98 $36.05 $54.29


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $35.44 $54.192 Laborers 31.60 505.60 49.00 784.001 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Equip. Oper. (medium) 41.35 330.80 62.15 497.201 Backhoe Loader, 48 H.P. 293.80 323.181 Hyd.Hammer, (1200 lb.) 153.00 168.301 F.E. Loader, W.M., 4 C.Y. 541.00 595.101 Pavt. Rem. Bucket 56.80 62.48 26.11 28.7340 L.H., Daily Totals $2462.20 $3316.66 $61.56 $82.92


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $33.17 $51.134 Laborers 31.60 1011.20 49.00 1568.001 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Air Compressor, 250 cfm 162.40 178.642 Breakers, Pavement, 60 lb. 16.40 18.042 -50’ Air Hoses, 1.5! 12.60 13.86 3.99 4.3948 L.H., Daily Totals $1783.80 $2664.94 $37.16 $55.52


Incl.O&P

1 Pile Driver Foreman (out) $40.50 $324.00 $65.75 $526.00 $39.55 $62.374 Pile Drivers 38.50 1232.00 62.50 2000.002 Equip. Oper. (crane) 42.55 680.80 63.95 1023.201 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Crawler Crane, 40 Ton 1055.00 1160.501 Vibratory Hammer & Gen. 2257.00 2482.70 51.75 56.9264 L.H., Daily Totals $5843.20 $7634.80 $91.30 $119.29


Incl.O&P

1 Laborer Foreman $33.60 $268.80 $52.10 $416.80 $34.63 $53.063 Laborers 31.60 758.40 49.00 1176.001 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Lattice Boom Crane, 40 Ton 1327.00 1459.70 27.65 30.4148 L.H., Daily Totals $2989.00 $4006.50 $62.27 $83.47


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $32.70 $50.534 Laborers 31.60 1011.20 49.00 1568.00.25 Equip. Oper. (crane) 42.55 85.10 63.95 127.90.25 Equip. Oper. Oiler 36.80 73.60 55.30 110.60.25 Crawler Crane, 40 Ton 263.75 290.13 5.99 6.5944 L.H., Daily Totals $1702.45 $2513.43 $38.69 $57.12



675


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $35.51 $55.884 Laborers 31.60 1011.20 49.00 1568.001 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Welder 44.70 357.60 79.65 637.201 Hyd. Crane, 25 Ton 789.40 868.341 Welder, gas engine, 300 amp 134.20 147.621 Horz. Boring Csg. Mch. 444.20 488.62 21.37 23.5164 L.H., Daily Totals $3640.20 $5080.58 $56.88 $79.38


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $34.63 $53.063 Laborers 31.60 758.40 49.00 1176.001 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Drill Rig, Truck-Mounted 2533.00 2786.30 52.77 58.0548 L.H., Daily Totals $4195.00 $5333.10 $87.40 $111.11


Incl.O&P

1 Pile Driver Foreman $40.50 $324.00 $65.75 $526.00 $38.90 $61.584 Pile Drivers 38.50 1232.00 62.50 2000.002 Equip. Oper. (crane) 42.55 680.80 63.95 1023.201 Laborer 31.60 252.80 49.00 392.001 Crawler Crane, 40 Ton 1055.00 1160.501 Lead, 60’ high 69.60 76.561 Hammer, diesel, 15K Ft.-Lbs. 578.60 636.46 26.61 29.2764 L.H., Daily Totals $4192.80 $5814.72 $65.51 $90.86


Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $36.65 $55.651 Truck Driver (heavy) 31.95 255.60 49.15 393.201 Dist. Tanker, 3000 Gallon 304.20 334.621 Truck Tractor, 6x4, 380 H.P. 478.80 526.68 48.94 53.8316 L.H., Daily Totals $1369.40 $1751.70 $85.59 $109.48


Incl.O&P

1 Pile Driver Foreman $40.50 $324.00 $65.75 $526.00 $35.38 $56.292 Pile Drivers 38.50 616.00 62.50 1000.003 Laborers 31.60 758.40 49.00 1176.001 Chain Saw, Gas, 36! Long 37.80 41.58 .79 .8748 L.H., Daily Totals $1736.20 $2743.58 $36.17 $57.16


Incl.O&P

1 Blast Foreman $33.60 $268.80 $52.10 $416.80 $34.75 $53.271 Driller 31.60 252.80 49.00 392.001 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Air Track Drill, 4! 850.60 935.661 Air Compressor, 600 cfm 434.40 477.842 -50’ Air Hoses, 3! 32.40 35.64 54.89 60.3824 L.H., Daily Totals $2151.40 $2727.54 $89.64 $113.65


Incl.O&P

1 Drilling Foreman $33.60 $268.80 $52.10 $416.80 $37.65 $57.121 Equip. Oper. (heavy) 42.55 340.40 63.95 511.601 Oiler 36.80 294.40 55.30 442.401 Air Track Drill, 5! 974.00 1071.40 40.58 44.6424 L.H., Daily Totals $1877.60 $2442.20 $78.23 $101.76


Incl.O&P

1 Laborer $31.60 $252.80 $49.00 $392.00 $35.33 $53.851 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Air Compressor, 750 cfm 439.60 483.562 -50’ Air Hoses, 3! 32.40 35.641 Air Track Drill, 4! 850.60 935.66 82.66 90.9316 L.H., Daily Totals $1887.80 $2316.46 $117.99 $144.78


Incl.O&P

1 Laborer Foreman $33.60 $268.80 $52.10 $416.80 $32.10 $49.773 Laborers 31.60 758.40 49.00 1176.001 Flatbed Truck, Gas, 3 Ton 242.60 266.86 7.58 8.3432 L.H., Daily Totals $1269.80 $1859.66 $39.68 $58.11


Incl.O&P

1 Laborer Foreman $33.60 $268.80 $52.10 $416.80 $33.96 $52.202 Laborers 31.60 505.60 49.00 784.001 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Air Track Drill, 4! 850.60 935.661 Air Compressor, 600 cfm 434.40 477.842 -50’ Air Hoses, 3! 32.40 35.641 Grout Pump 166.40 183.04 46.37 51.0132 L.H., Daily Totals $2570.60 $3302.58 $80.33 $103.21


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $35.26 $53.863 Laborers 31.60 758.40 49.00 1176.001 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Centr. Water Pump, 6! 309.40 340.341 -20’ Suction Hose, 6! 11.90 13.091 -50’ Discharge Hose, 6! 6.30 6.931 Drill Rig, Truck-Mounted 2533.00 2786.30 51.08 56.1956 L.H., Daily Totals $4835.00 $6163.06 $86.34 $110.05


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $36.65 $56.483 Laborers 31.60 758.40 49.00 1176.002 Equip. Oper. (crane) 42.55 680.80 63.95 1023.202 Equip. Oper. Oilers 36.80 588.80 55.30 884.801 Equip. Oper. (light) 39.05 312.40 58.70 469.602 Pile Drivers 38.50 616.00 62.50 1000.001 Hyd. Crane, 25 Ton 789.40 868.341 Centr. Water Pump, 6! 309.40 340.341 -20’ Suction Hose, 6! 11.90 13.091 -50’ Discharge Hose, 6! 6.30 6.931 Drill Rig, Truck-Mounted 2533.00 2786.30 41.48 45.6388 L.H., Daily Totals $6875.20 $8985.40 $78.13 $102.11


Incl.O&P

2 Pile Driver Foremen $40.50 $648.00 $65.75 $1052.00 $37.76 $59.766 Pile Drivers 38.50 1848.00 62.50 3000.002 Equip. Oper. (crane) 42.55 680.80 63.95 1023.201 Equip. Oper. Oiler 36.80 294.40 55.30 442.403 Laborers 31.60 758.40 49.00 1176.001 Crawler Crane, 40 Ton 1055.00 1160.501 Lead, 60’ high 69.60 76.561 Hammer, diesel, 15K Ft.-Lbs. 578.60 636.461 Air Compressor, 600 cfm 434.40 477.842 -50’ Air Hoses, 3! 32.40 35.641 Chain Saw, Gas, 36! Long 37.80 41.58 19.71 21.68112 L.H., Daily Totals $6437.40 $9122.18 $57.48 $81.45



676


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $31.82 $49.294 Laborers 31.60 1011.20 49.00 1568.001 Truck Driver (light) 30.95 247.60 47.65 381.201 Flatbed Truck, Gas, 1.5 Ton 194.40 213.84 4.05 4.4648 L.H., Daily Totals $1722.00 $2579.84 $35.88 $53.75


Incl.O&P

1 Carpenter Foreman $41.95 $335.60 $65.05 $520.40 $36.85 $56.791 Carpenter 39.95 319.60 61.95 495.603 Laborers 31.60 758.40 49.00 1176.001 Cement Finisher 38.30 306.40 56.05 448.40.5 Rodman (reinf.) 44.55 178.20 72.85 291.40.5 Equip. Oper. (med.) 41.35 165.40 62.15 248.60.5 Crawler Loader, 3 C.Y. 495.00 544.50 8.84 9.7256 L.H., Daily Totals $2558.60 $3724.90 $45.69 $66.52


Incl.O&P

1 Equip. Oper. (light) $39.05 $312.40 $58.70 $469.60 $39.05 $58.701 Trencher, Chain, 12 H.P. 59.60 65.56 7.45 8.208 L.H., Daily Totals $372.00 $535.16 $46.50 $66.89


Incl.O&P

1 Equip. Oper. (light) $39.05 $312.40 $58.70 $469.60 $39.05 $58.701 Trencher, Chain, 40 H.P. 301.00 331.10 37.63 41.398 L.H., Daily Totals $613.40 $800.70 $76.67 $100.09


Incl.O&P

.17 Labor Foreman (outside) $33.60 $45.70 $52.10 $70.86 $40.22 $60.691 Equipment Operator (med.) 41.35 330.80 62.15 497.201 Wheel Trencher, 67 H.P. 1009.00 1109.90 107.80 118.589.36 L.H., Daily Totals $1385.50 $1677.96 $148.02 $179.27


Incl.O&P

.25 Labor Foreman (outside) $33.60 $67.20 $52.10 $104.20 $39.80 $60.141 Equipment Operator (med.) 41.35 330.80 62.15 497.201 Wheel Trencher, 150 H.P. 1753.00 1928.30 175.30 192.8310 L.H., Daily Totals $2151.00 $2529.70 $215.10 $252.97


Incl.O&P

1 Laborer $31.60 $252.80 $49.00 $392.00 $36.48 $55.581 Equipment Operator (med.) 41.35 330.80 62.15 497.201 Wheel Trencher, 67 H.P. 1009.00 1109.90 63.06 69.3716 L.H., Daily Totals $1592.60 $1999.10 $99.54 $124.94


Incl.O&P

2 Laborers $31.60 $505.60 $49.00 $784.00 $31.38 $48.551 Truck Driver (light) 30.95 247.60 47.65 381.201 Truck-mounted earth auger 706.60 777.261 Flatbed Truck, Gas, 3 Ton 242.60 266.86 39.55 43.5124 L.H., Daily Totals $1702.40 $2209.32 $70.93 $92.06


Incl.O&P

1 Laborer $31.60 $252.80 $49.00 $392.00 $35.33 $53.851 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Air Track Drill, 4! 850.60 935.661 Air Compressor, 600 cfm 434.40 477.841 -50’ Air Hose, 3! 16.20 17.82 81.33 89.4616 L.H., Daily Totals $1866.40 $2292.92 $116.65 $143.31


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $35.87 $54.672 Laborers 31.60 505.60 49.00 784.001 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Crawler Crane, 25 Ton 1052.00 1157.201 Clamshell Bucket, 1 C.Y. 46.20 50.821 Centr. Water Pump, 6! 309.40 340.341 -20’ Suction Hose, 6! 11.90 13.0920 -50’ Discharge Hoses, 6! 126.00 138.60 32.20 35.4248 L.H., Daily Totals $3267.10 $4324.45 $68.06 $90.09


Incl.O&P

2 Laborers $31.60 $505.60 $49.00 $784.00 $34.08 $52.231 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Backhoe Loader, 48 H.P. 293.80 323.181 Small Helicopter, w/pilot 2587.00 2845.70 120.03 132.0424 L.H., Daily Totals $3698.80 $4422.48 $154.12 $184.27


Incl.O&P

1 Truck Driver (heavy) $31.95 $255.60 $49.15 $393.20 $31.95 $49.151 Truck Tractor, 220 H.P. 288.40 317.241 Water Tanker, 5000 Gal. 136.00 149.60 53.05 58.358 L.H., Daily Totals $680.00 $860.04 $85.00 $107.51


Incl.O&P

2 Laborers $31.60 $505.60 $49.00 $784.00 $31.72 $49.051 Truck Driver (heavy) 31.95 255.60 49.15 393.201 Water Tanker, 5000 Gal. 136.00 149.601 Truck Tractor, 220 H.P. 288.40 317.24 17.68 19.4524 L.H., Daily Totals $1185.60 $1644.04 $49.40 $68.50


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $36.32 $55.252 Laborers 31.60 505.60 49.00 784.001 Equip. Oper. (crane) 42.55 340.40 63.95 511.602 Equip. Oper. (light) 39.05 624.80 58.70 939.201 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Crawler Crane, 40 Ton 1055.00 1160.501 Lead, 60’ high 69.60 76.561 Hammer, diesel, 15K Ft.-Lbs. 578.60 636.461 Backhoe Loader, 48 H.P. 293.80 323.18 35.66 39.2356 L.H., Daily Totals $4031.00 $5290.70 $71.98 $94.48


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $33.49 $51.563 Laborers 31.60 758.40 49.00 1176.001 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Cement Mixer, 2 C.Y. 187.80 206.581 Air Compressor, 160 cfm 138.80 152.68 8.16 8.9840 L.H., Daily Totals $1666.20 $2421.66 $41.66 $60.54


Incl.O&P

2 Laborers $31.60 $505.60 $49.00 $784.00 $34.08 $52.231 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Loader, Skid Steer, 30 H.P., gas 149.20 164.12 6.22 6.8424 L.H., Daily Totals $967.20 $1417.72 $40.30 $59.07



677


Incl.O&P

4 Laborers $31.60 $1011.20 $49.00 $1568.00 $33.09 $50.941 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Loader, Skid Steer, 30 H.P., gas 149.20 164.12 3.73 4.1040 L.H., Daily Totals $1472.80 $2201.72 $36.82 $55.04


Incl.O&P

1 Laborer $31.60 $252.80 $49.00 $392.00 $31.27 $48.331 Truck Driver (light) 30.95 247.60 47.65 381.201 Power Mulcher (small) 136.60 150.261 Flatbed Truck, Gas, 1.5 Ton 194.40 213.84 20.69 22.7616 L.H., Daily Totals $831.40 $1137.30 $51.96 $71.08


Incl.O&P

1 Laborer $31.60 $252.80 $49.00 $392.00 $31.27 $48.331 Truck Driver (light) 30.95 247.60 47.65 381.201 Power Mulcher (large) 271.80 298.981 Flatbed Truck, Gas, 1.5 Ton 194.40 213.84 29.14 32.0516 L.H., Daily Totals $966.60 $1286.02 $60.41 $80.38


Incl.O&P

1 Equip. Oper. (light) $39.05 $312.40 $58.70 $469.60 $39.05 $58.701 Loader-Backhoe 231.20 254.32 28.90 31.798 L.H., Daily Totals $543.60 $723.92 $67.95 $90.49


Incl.O&P

1 Millwright $41.60 $332.80 $61.05 $488.40 $40.33 $59.881 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Forklift, R/T, 4,000 Lb. 281.20 309.32 17.57 19.3316 L.H., Daily Totals $926.40 $1267.32 $57.90 $79.21


Incl.O&P

2 Millwrights $41.60 $665.60 $61.05 $976.80 $40.75 $60.271 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Forklift, R/T, 4,000 Lb. 281.20 309.32 11.72 12.8924 L.H., Daily Totals $1259.20 $1755.72 $52.47 $73.16


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $34.63 $53.063 Laborers 31.60 758.40 49.00 1176.001 Equip Oper. (crane) 42.55 340.40 63.95 511.601 Equip Oper. Oiler 36.80 294.40 55.30 442.401 Hyd. Crane, 80 Ton 1296.00 1425.60 27.00 29.7048 L.H., Daily Totals $2958.00 $3972.40 $61.63 $82.76


Incl.O&P

1 Labor Foreman $33.60 $268.80 $52.10 $416.80 $34.67 $52.883 Laborers 31.60 758.40 49.00 1176.001 Equip. Oper. (medium) 41.35 330.80 62.15 497.201 Concrete Finisher 38.30 306.40 56.05 448.401 Curb/Gutter Paver, 2-Track 754.40 829.84 15.72 17.2948 L.H., Daily Totals $2418.80 $3368.24 $50.39 $70.17


Incl.O&P

1 Labor Foreman $33.60 $268.80 $52.10 $416.80 $34.67 $52.883 Laborers 31.60 758.40 49.00 1176.001 Equip. Oper. (medium) 41.35 330.80 62.15 497.201 Cement Finisher 38.30 306.40 56.05 448.401 Curb/Gutter Paver, 4-Track 855.80 941.38 17.83 19.6148 L.H., Daily Totals $2520.20 $3479.78 $52.50 $72.50


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $36.06 $55.083 Laborers 31.60 758.40 49.00 1176.003 Equip. Oper. (med.) 41.35 992.40 62.15 1491.601 Grader, 30,000 Lbs. 550.20 605.221 Ripper, beam & 1 shank 79.60 87.561 Road Sweeper, S.P., 8’ wide 601.60 661.761 F.E. Loader, W.M., 1.5 C.Y. 328.20 361.02 27.85 30.6456 L.H., Daily Totals $3579.20 $4799.96 $63.91 $85.71


Incl.O&P

1 Laborer $31.60 $252.80 $49.00 $392.00 $39.40 $59.524 Equip. Oper. (med.) 41.35 1323.20 62.15 1988.801 Grader, 40,000 Lbs. 961.00 1057.101 F.E. Loader, W.M.,2.5 C.Y. 395.80 435.381 Dozer, 80 H.P. 399.20 439.121 Roller, Pneum. Whl, 12 Ton 307.80 338.58 51.59 56.7540 L.H., Daily Totals $3639.80 $4650.98 $91.00 $116.27


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $36.06 $55.083 Laborers 31.60 758.40 49.00 1176.003 Equip. Oper. (med.) 41.35 992.40 62.15 1491.601 Pvmt. Profiler, 750 H.P. 5503.00 6053.301 Road Sweeper, S.P., 8’ wide 601.60 661.761 F.E. Loader, W.M., 1.5 C.Y. 328.20 361.02 114.87 126.3656 L.H., Daily Totals $8452.40 $10160.48 $150.94 $181.44


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $36.73 $55.963 Laborers 31.60 758.40 49.00 1176.004 Equip. Oper. (med.) 41.35 1323.20 62.15 1988.801 Pvmt. Profiler, 750 H.P. 5503.00 6053.301 Hammermill, 250 H.P. 1850.00 2035.001 Windrow Loader 1197.00 1316.701 Mix Paver 165 H.P. 1996.00 2195.601 Roller, Pneum. Whl, 12 Ton 307.80 338.58 169.59 186.5564 L.H., Daily Totals $13204.20 $15520.78 $206.32 $242.51


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $37.94 $57.612 Laborers 31.60 505.60 49.00 784.005 Equip. Oper. (med.) 41.35 1654.00 62.15 2486.001 Road Mixer, 310 H.P. 1896.00 2085.601 Tandem Roller, 10 Ton 233.00 256.301 Hammermill, 250 H.P. 1850.00 2035.001 Grader, 30,000 Lbs. 550.20 605.22.5 F.E. Loader, W.M., 1.5 C.Y. 164.10 180.51.5 Truck Tractor, 220 H.P. 144.20 158.62.5 Water Tanker, 5000 Gal. 68.00 74.80 76.65 84.3164 L.H., Daily Totals $7333.90 $9082.85 $114.59 $141.92



678


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $36.81 $56.001 Laborer 31.60 252.80 49.00 392.004 Equip. Oper. (med.) 41.35 1323.20 62.15 1988.802 Truck Drivers (heavy) 31.95 511.20 49.15 786.401 Grader, 30,000 Lbs. 550.20 605.221 Ripper, beam & 1 shank 79.60 87.562 Stabilizers, 310 H.P. 2688.00 2956.801 Flatbed Truck, Gas, 3 Ton 242.60 266.861 Chem. Spreader, Towed 48.00 52.801 Roller, Vibratory, 25 Ton 594.60 654.061 Water Tanker, 5000 Gal. 136.00 149.601 Truck Tractor, 220 H.P. 288.40 317.24 72.30 79.5364 L.H., Daily Totals $6983.40 $8674.14 $109.12 $135.53


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $37.51 $56.981 Laborer 31.60 252.80 49.00 392.004 Equip. Oper. (med.) 41.35 1323.20 62.15 1988.801 Truck Driver (heavy) 31.95 255.60 49.15 393.201 Grader, 30,000 Lbs. 550.20 605.221 Ripper, beam & 1 shank 79.60 87.562 Stabilizers, 310 H.P. 2688.00 2956.801 Dist. Tanker, 3000 Gallon 304.20 334.621 Truck Tractor, 6x4, 380 H.P. 478.80 526.681 Roller, Vibratory, 25 Ton 594.60 654.06 83.85 92.2356 L.H., Daily Totals $6795.80 $8355.74 $121.35 $149.21


Incl.O&P

1 Dock Builder Foreman $40.50 $324.00 $65.75 $526.00 $39.43 $62.385 Dock Builders 38.50 1540.00 62.50 2500.002 Equip. Oper. (crane) 42.55 680.80 63.95 1023.201 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Crawler Crane, 50 Ton 1110.00 1221.001 Barge, 400 Ton 746.40 821.041 Hammer, diesel, 15K Ft.-Lbs. 578.60 636.461 Lead, 60’ high 69.60 76.561 Air Compressor, 600 cfm 434.40 477.842 -50’ Air Hoses, 3! 32.40 35.64 41.27 45.4072 L.H., Daily Totals $5810.60 $7760.14 $80.70 $107.78


Incl.O&P

1 Laborer Foreman $33.60 $268.80 $52.10 $416.80 $33.87 $52.045 Laborers 31.60 1264.00 49.00 1960.001 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Crawler Crane, 50 Ton 1110.00 1221.001 Barge, 400 Ton 746.40 821.04 29.01 31.9164 L.H., Daily Totals $4024.00 $5372.84 $62.88 $83.95


Incl.O&P

1 Labor Foreman $33.60 $268.80 $52.10 $416.80 $31.87 $49.353 Laborers 31.60 758.40 49.00 1176.001 Truck Driver (light) 30.95 247.60 47.65 381.201 Crack Cleaner, 25 H.P. 54.80 60.281 Crack Filler, Trailer Mtd. 194.20 213.621 Flatbed Truck, Gas, 3 Ton 242.60 266.86 12.29 13.5240 L.H., Daily Totals $1766.40 $2514.76 $44.16 $62.87


Incl.O&P

1 Labor Foreman $33.60 $268.80 $52.10 $416.80 $31.82 $49.294 Laborers 31.60 1011.20 49.00 1568.001 Truck Driver (light) 30.95 247.60 47.65 381.201 Paint Striper, S.P. 147.00 161.701 Flatbed Truck, Gas, 3 Ton 242.60 266.861 Pickup Truck, 3/4 Ton 116.80 128.48 10.55 11.6148 L.H., Daily Totals $2034.00 $2923.04 $42.38 $60.90


Incl.O&P

1 Equip. Oper. (light) $39.05 $312.40 $58.70 $469.60 $39.05 $58.701 Line Rem. (metal balls) 115 H.P. 828.60 911.46 103.58 113.938 L.H., Daily Totals $1141.00 $1381.06 $142.63 $172.63


Incl.O&P

2 Laborers $31.60 $505.60 $49.00 $784.00 $32.43 $50.08.25 Equip. Oper. (light) 39.05 78.10 58.70 117.401 Pickup Truck, 3/4 Ton 116.80 128.481 Line Rem., 11 H.P., walk behind 54.00 59.40.25 Road Sweeper, S.P., 8’ wide 150.40 165.44 17.84 19.6318 L.H., Daily Totals $904.90 $1254.72 $50.27 $69.71


Incl.O&P

1 Labor Foreman $33.60 $268.80 $52.10 $416.80 $31.87 $49.353 Laborers 31.60 758.40 49.00 1176.001 Truck Driver (light) 30.95 247.60 47.65 381.201 Thermo. Striper, T.M. 703.20 773.521 Flatbed Truck, Gas, 3 Ton 242.60 266.862 Pickup Trucks, 3/4 Ton 233.60 256.96 29.48 32.4340 L.H., Daily Totals $2454.20 $3271.34 $61.35 $81.78


Incl.O&P

1.5 Equip. Oper. (light) $39.05 $468.60 $58.70 $704.40 $39.05 $58.70.5 Line Remov. (grinder) 115 H.P. 440.20 484.221 Line Rem. (metal balls) 115 H.P. 828.60 911.46 105.73 116.3112 L.H., Daily Totals $1737.40 $2100.08 $144.78 $175.01


Incl.O&P

1 Labor Foreman $33.60 $268.80 $52.10 $416.80 $33.80 $51.861 Laborer 31.60 252.80 49.00 392.001 Truck Driver (light) 30.95 247.60 47.65 381.201 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Flatbed Truck, Gas, 3 Ton 242.60 266.861 Earth Auger, Truck-Mtd. 412.00 453.20 20.46 22.5032 L.H., Daily Totals $1736.20 $2379.66 $54.26 $74.36


Incl.O&P

3 Laborers $31.60 $758.40 $49.00 $1176.00 $31.60 $49.001 Flatbed Truck, Gas, 3 Ton 242.60 266.86 10.11 11.1224 L.H., Daily Totals $1001.00 $1442.86 $41.71 $60.12


Incl.O&P

3 Laborers $31.60 $758.40 $49.00 $1176.00 $33.46 $51.421 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Crane, Flatbed Mounted, 3 Ton 225.00 247.50 7.03 7.7332 L.H., Daily Totals $1295.80 $1893.10 $40.49 $59.16



679


Incl.O&P

2 Laborers $31.60 $505.60 $49.00 $784.00 $31.38 $48.551 Truck Driver (light) 30.95 247.60 47.65 381.201 Flatbed Truck, Gas, 1.5 Ton 194.40 213.841 Manual fence post auger, gas 7.40 8.14 8.41 9.2524 L.H., Daily Totals $955.00 $1387.18 $39.79 $57.80


Incl.O&P

1 Laborer $31.60 $252.80 $49.00 $392.00 $34.97 $53.431 Equip. Oper. (med.) 41.35 330.80 62.15 497.201 Truck Driver (heavy) 31.95 255.60 49.15 393.201 Hydromulcher, T.M. 291.00 320.101 Truck Tractor, 220 H.P. 288.40 317.24 24.14 26.5624 L.H., Daily Totals $1418.60 $1919.74 $59.11 $79.99


Incl.O&P

1 Laborer $31.60 $252.80 $49.00 $392.00 $35.33 $53.851 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Horiz. Borer, 6 H.P. 77.60 85.36 4.85 5.3416 L.H., Daily Totals $642.80 $946.96 $40.17 $59.19


Incl.O&P

1 Laborer $31.60 $252.80 $49.00 $392.00 $35.33 $53.851 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Flatbed Truck, Gas, 3 Ton 242.60 266.861 Flatbed Trailer, 25 Ton 102.00 112.201 Horiz. Dir. Drill, 20k lb. thrust 628.20 691.02 60.80 66.8816 L.H., Daily Totals $1538.00 $1931.68 $96.13 $120.73


Incl.O&P

2 Laborers $31.60 $505.60 $49.00 $784.00 $34.08 $52.231 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Flatbed Truck, Gas, 3 Ton 242.60 266.861 Flatbed Trailer, 25 Ton 102.00 112.201 Horiz. Dir. Drill, 30k lb. thrust 896.60 986.26 51.72 56.8924 L.H., Daily Totals $2059.20 $2618.92 $85.80 $109.12


Incl.O&P

2 Laborers $31.60 $505.60 $49.00 $784.00 $34.08 $52.231 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Flatbed Truck, Gas, 3 Ton 242.60 266.861 Flatbed Trailer, 25 Ton 102.00 112.201 Horiz. Dir. Drill, 50k lb. thrust 1183.00 1301.30 63.65 70.0224 L.H., Daily Totals $2345.60 $2933.96 $97.73 $122.25


Incl.O&P

1 Equip. Oper. (light) $39.05 $312.40 $58.70 $469.60 $39.05 $58.701 Mud Trailer for HDD, 1500 gallon 283.20 311.52 35.40 38.948 L.H., Daily Totals $595.60 $781.12 $74.45 $97.64


Incl.O&P

1 Tugboat Captain $41.35 $330.80 $62.15 $497.20 $36.48 $55.581 Tugboat Hand 31.60 252.80 49.00 392.001 Tugboat, 250 H.P. 663.40 729.74 41.46 45.6116 L.H., Daily Totals $1247.00 $1618.94 $77.94 $101.18


Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $41.35 $62.151 Rotary Mower/Tractor 273.40 300.74 34.17 37.598 L.H., Daily Totals $604.20 $797.94 $75.53 $99.74


Incl.O&P

3 Laborers $31.60 $758.40 $49.00 $1176.00 $33.62 $51.661 Equip. Oper. (med.) 41.35 330.80 62.15 497.201 Truck Driver (heavy) 31.95 255.60 49.15 393.201 Aerial Lift Truck, 80’ 640.40 704.441 Brush Chipper, 12!, 130 H.P. 225.60 248.161 Pruning Saw, Rotary 6.50 7.15 21.81 23.9940 L.H., Daily Totals $2217.30 $3026.15 $55.43 $75.65


Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $41.35 $62.151 Stump Chipper, S.P. 201.10 221.21 25.14 27.658 L.H., Daily Totals $531.90 $718.41 $66.49 $89.80


Incl.O&P

1 Equip. Oper. (medium) $41.35 $330.80 $62.15 $497.20 $41.35 $62.151 Grader, 30,000 Lbs. 550.20 605.22 68.78 75.658 L.H., Daily Totals $881.00 $1102.42 $110.13 $137.80


Incl.O&P

1 Equip. Oper. (medium) $41.35 $330.80 $62.15 $497.20 $41.35 $62.151 Dozer, 200 H.P. 1082.00 1190.20 135.25 148.788 L.H., Daily Totals $1412.80 $1687.40 $176.60 $210.93


Incl.O&P

1 Laborer $31.60 $252.80 $49.00 $392.00 $39.40 $59.524 Equip. Oper. (med.) 41.35 1323.20 62.15 1988.802 Feller Bunchers, 100 H.P. 1122.80 1235.081 Log Chipper, 22! Tree 588.40 647.241 Dozer, 105 H.P. 600.60 660.661 Chain Saw, Gas, 36! Long 37.80 41.58 58.74 64.6140 L.H., Daily Totals $3925.60 $4965.36 $98.14 $124.13


Incl.O&P

1 Laborer $31.60 $252.80 $49.00 $392.00 $39.96 $60.276 Equip. Oper. (med.) 41.35 1984.80 62.15 2983.202 Feller Bunchers, 100 H.P. 1122.80 1235.081 Log Chipper, 22! Tree 588.40 647.242 Log Skidders, 50 H.P. 1795.20 1974.721 Dozer, 105 H.P. 600.60 660.661 Chain Saw, Gas, 36! Long 37.80 41.58 74.01 81.4256 L.H., Daily Totals $6382.40 $7934.48 $113.97 $141.69


Incl.O&P

1 Equip. Oper. (light) $39.05 $312.40 $58.70 $469.60 $35.00 $53.171 Truck Driver (light) 30.95 247.60 47.65 381.201 Flatbed Truck, Gas, 3 Ton 242.60 266.861 Concrete Saw 141.00 155.101 Water Tank, 65 Gal. 18.45 20.30 25.13 27.6416 L.H., Daily Totals $962.05 $1293.06 $60.13 $80.82


Incl.O&P

1 Skilled Worker $40.85 $326.80 $63.25 $506.00 $36.23 $56.131 Laborer 31.60 252.80 49.00 392.001 Core Drill (large) 110.20 121.22 6.89 7.5816 L.H., Daily Totals $689.80 $1019.22 $43.11 $63.70



680


Incl.O&P

1 Equip. Oper. (light) $39.05 $312.40 $58.70 $469.60 $35.00 $53.171 Truck Driver, Light 30.95 247.60 47.65 381.201 Wall Saw, Hydraulic, 10 H.P. 96.00 105.601 Generator, Diesel, 100 kW 327.20 359.921 Water Tank, 65 Gal. 18.45 20.301 Flatbed Truck, Gas, 3 Ton 242.60 266.86 42.77 47.0416 L.H., Daily Totals $1244.25 $1603.47 $77.77 $100.22


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $33.80 $51.853 Laborers 31.60 758.40 49.00 1176.002 Equip. Oper. (light) 39.05 624.80 58.70 939.202 Truck Drivers (heavy) 31.95 511.20 49.15 786.401 Road Mixer, 310 H.P. 1896.00 2085.601 Dist. Truck, 2000 Gal. 277.20 304.92 33.96 37.3564 L.H., Daily Totals $4336.40 $5708.92 $67.76 $89.20


Incl.O&P

1 Labor Foreman $33.60 $268.80 $52.10 $416.80 $37.46 $56.962 Laborers 31.60 505.60 49.00 784.004 Equip. Oper. (medium) 41.35 1323.20 62.15 1988.802 Graders, 30,000 Lbs. 1100.40 1210.441 Tandem Roller, 10 Ton 233.00 256.301 Roller, Pneum. Whl, 12 Ton 307.80 338.58 29.31 32.2456 L.H., Daily Totals $3738.80 $4994.92 $66.76 $89.19


Incl.O&P

1 Labor Foreman $33.60 $268.80 $52.10 $416.80 $36.81 $56.092 Laborers 31.60 505.60 49.00 784.003 Equip. Oper. (medium) 41.35 992.40 62.15 1491.601 Tandem Roller, 10 Ton 233.00 256.301 Roller, Pneum. Whl, 12 Ton 307.80 338.581 Road Mixer, 310 H.P. 1896.00 2085.60 50.77 55.8448 L.H., Daily Totals $4203.60 $5372.88 $87.58 $111.94


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $36.77 $55.982 Laborers 31.60 505.60 49.00 784.004 Equip. Oper. (med.) 41.35 1323.20 62.15 1988.801 Truck Driver (heavy) 31.95 255.60 49.15 393.201 Dist. Tanker, 3000 Gallon 304.20 334.621 Truck Tractor, 6x4, 380 H.P. 478.80 526.681 Aggreg. Spreader, S.P. 855.20 940.721 Roller, Pneum. Whl, 12 Ton 307.80 338.581 Tandem Roller, 10 Ton 233.00 256.30 34.05 37.4564 L.H., Daily Totals $4532.20 $5979.70 $70.82 $93.43


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $32.10 $49.773 Laborers 31.60 758.40 49.00 1176.001 Crack Cleaner, 25 H.P. 54.80 60.281 Air Compressor, 60 cfm 122.60 134.861 Tar Kettle, T.M. 83.15 91.471 Flatbed Truck, Gas, 3 Ton 242.60 266.86 15.72 17.3032 L.H., Daily Totals $1530.35 $2146.26 $47.82 $67.07


Incl.O&P

1 Equip. Oper. (med.) $41.35 $330.80 $62.15 $497.20 $41.35 $62.151 Feller Buncher, 100 H.P. 561.40 617.54 70.17 77.198 L.H., Daily Totals $892.20 $1114.74 $111.53 $139.34


Incl.O&P

1 Laborer $31.60 $252.80 $49.00 $392.00 $31.60 $49.001 Diaphragm Water Pump, 2! 63.20 69.521 -20’ Suction Hose, 2! 1.95 2.152 -50’ Discharge Hoses, 2! 2.20 2.42 8.42 9.268 L.H., Daily Totals $320.15 $466.08 $40.02 $58.26


Incl.O&P

1 Laborer $31.60 $252.80 $49.00 $392.00 $31.60 $49.001 Diaphragm Water Pump, 4! 86.20 94.821 -20’ Suction Hose, 4! 3.45 3.792 -50’ Discharge Hoses, 4! 4.70 5.17 11.79 12.978 L.H., Daily Totals $347.15 $495.79 $43.39 $61.97


Incl.O&P

1 Laborer $31.60 $252.80 $49.00 $392.00 $31.60 $49.001 Centrifugal Water Pump, 3! 69.40 76.341 -20’ Suction Hose, 3! 3.05 3.362 -50’ Discharge Hoses, 3! 3.50 3.85 9.49 10.448 L.H., Daily Totals $328.75 $475.55 $41.09 $59.44


Incl.O&P

1 Laborer $31.60 $252.80 $49.00 $392.00 $31.60 $49.001 Centr. Water Pump, 6! 309.40 340.341 -20’ Suction Hose, 6! 11.90 13.092 -50’ Discharge Hoses, 6! 12.60 13.86 41.74 45.918 L.H., Daily Totals $586.70 $759.29 $73.34 $94.91

Crew C-1 Hr. Daily Hr. DailyBareCosts

Incl.O&P

3 Carpenters $39.95 $958.80 $61.95 $1486.80 $37.86 $58.711 Laborer 31.60 252.80 49.00 392.0032 L.H., Daily Totals $1211.60 $1878.80 $37.86 $58.71


Incl.O&P

1 Carpenter Foreman (out) $41.95 $335.60 $65.05 $520.40 $38.89 $60.314 Carpenters 39.95 1278.40 61.95 1982.401 Laborer 31.60 252.80 49.00 392.0048 L.H., Daily Totals $1866.80 $2894.80 $38.89 $60.31

Crew C-2A Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Carpenter Foreman (out) $41.95 $335.60 $65.05 $520.40 $38.62 $59.333 Carpenters 39.95 958.80 61.95 1486.801 Cement Finisher 38.30 306.40 56.05 448.401 Laborer 31.60 252.80 49.00 392.0048 L.H., Daily Totals $1853.60 $2847.60 $38.62 $59.33


Incl.O&P

1 Rodman Foreman $46.55 $372.40 $76.10 $608.80 $40.88 $65.534 Rodmen (reinf.) 44.55 1425.60 72.85 2331.201 Equip. Oper. (light) 39.05 312.40 58.70 469.602 Laborers 31.60 505.60 49.00 784.003 Stressing Equipment 27.60 30.36.5 Grouting Equipment 75.80 83.38 1.62 1.7864 L.H., Daily Totals $2719.40 $4307.34 $42.49 $67.30


Incl.O&P

1 Rodman Foreman $46.55 $372.40 $76.10 $608.80 $45.05 $73.663 Rodmen (reinf.) 44.55 1069.20 72.85 1748.403 Stressing Equipment 27.60 30.36 .86 .9532 L.H., Daily Totals $1469.20 $2387.56 $45.91 $74.61



681


Incl.O&P

1 Rodman Foreman $46.55 $372.40 $76.10 $608.80 $43.44 $69.544 Rodmen (reinf.) 44.55 1425.60 72.85 2331.201 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Hyd. Crane, 25 Ton 789.40 868.34 14.10 15.5156 L.H., Daily Totals $3222.20 $4762.34 $57.54 $85.04


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $33.05 $50.694 Laborers 31.60 1011.20 49.00 1568.001 Cement Finisher 38.30 306.40 56.05 448.402 Gas Engine Vibrators 52.00 57.20 1.08 1.1948 L.H., Daily Totals $1638.40 $2490.40 $34.13 $51.88


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $34.23 $52.295 Laborers 31.60 1264.00 49.00 1960.001 Cement Finisher 38.30 306.40 56.05 448.401 Equip. Oper. (med.) 41.35 330.80 62.15 497.201 Equip. Oper. (oiler) 36.80 294.40 55.30 442.402 Gas Engine Vibrators 52.00 57.201 Concrete Bucket, 1 C.Y. 20.20 22.221 Hyd. Crane, 55 Ton 1125.00 1237.50 16.63 18.2972 L.H., Daily Totals $3661.60 $5081.72 $50.86 $70.58


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $31.94 $49.425 Laborers 31.60 1264.00 49.00 1960.002 Truck Drivers (Heavy) 31.95 511.20 49.15 786.402 Conc. Transit Mixers 1772.80 1950.08 27.70 30.4764 L.H., Daily Totals $3816.80 $5113.28 $59.64 $79.89

Crew C-7B Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $33.87 $52.045 Laborers 31.60 1264.00 49.00 1960.001 Equipment Oper. (crane) 42.55 340.40 63.95 511.601 Equipment Oiler 36.80 294.40 55.30 442.401 Conc. Bucket, 2 C.Y. 32.00 35.201 Lattice Boom Crane, 165 Ton 2240.00 2464.00 35.50 39.0564 L.H., Daily Totals $4439.60 $5830.00 $69.37 $91.09

Crew C-7C Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $34.29 $52.675 Laborers 31.60 1264.00 49.00 1960.002 Equipment Operators (medium) 41.35 661.60 62.15 994.402 F.E. Loaders, W.M., 4 C.Y. 1082.00 1190.20 16.91 18.6064 L.H., Daily Totals $3276.40 $4561.40 $51.19 $71.27

Crew C-7D Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $33.28 $51.325 Laborers 31.60 1264.00 49.00 1960.001 Equip. Oper. (med.) 41.35 330.80 62.15 497.201 Concrete Conveyer 179.00 196.90 3.20 3.5256 L.H., Daily Totals $2042.60 $3070.90 $36.48 $54.84


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $35.19 $53.343 Laborers 31.60 758.40 49.00 1176.002 Cement Finishers 38.30 612.80 56.05 896.801 Equip. Oper. (med.) 41.35 330.80 62.15 497.201 Concrete Pump (small) 737.80 811.58 13.18 14.4956 L.H., Daily Totals $2708.60 $3798.38 $48.37 $67.83


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $34.17 $51.873 Laborers 31.60 758.40 49.00 1176.002 Cement Finishers 38.30 612.80 56.05 896.8048 L.H., Daily Totals $1640.00 $2489.60 $34.17 $51.87


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $33.95 $52.253 Laborers 31.60 758.40 49.00 1176.001 Equip. Oper. (med.) 41.35 330.80 62.15 497.201 Vibrating Power Screed 70.35 77.391 Roller, Vibratory, 25 Ton 594.60 654.061 Dozer, 200 H.P. 1082.00 1190.20 43.67 48.0440 L.H., Daily Totals $3104.95 $4011.65 $77.62 $100.29


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $34.67 $52.883 Laborers 31.60 758.40 49.00 1176.001 Cement Finisher 38.30 306.40 56.05 448.401 Equip. Oper. (med.) 41.35 330.80 62.15 497.201 Shotcrete Rig, 12 C.Y./Hr 237.80 261.58 4.95 5.4548 L.H., Daily Totals $1902.20 $2799.98 $39.63 $58.33


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $35.64 $53.961 Laborer 31.60 252.80 49.00 392.001 Cement Finisher 38.30 306.40 56.05 448.401 Equipment Oper. (light) 39.05 312.40 58.70 469.601 Air Compressor, 250 cfm 162.40 178.642 -50’ Air Hoses, 1! 8.20 9.02 5.33 5.8632 L.H., Daily Totals $1311.00 $1914.46 $40.97 $59.83

Crew C-8E Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $35.64 $53.961 Laborer 31.60 252.80 49.00 392.001 Cement Finisher 38.30 306.40 56.05 448.401 Equipment Oper. (light) 39.05 312.40 58.70 469.601 Air Compressor, 250 cfm 162.40 178.642 -50’ Air Hoses, 1! 8.20 9.021 Concrete Pump (small) 737.80 811.58 28.39 31.2332 L.H., Daily Totals $2048.80 $2726.04 $64.03 $85.19


Incl.O&P

1 Laborer $31.60 $252.80 $49.00 $392.00 $36.07 $53.702 Cement Finishers 38.30 612.80 56.05 896.8024 L.H., Daily Totals $865.60 $1288.80 $36.07 $53.70


Incl.O&P

3 Laborers $31.60 $758.40 $49.00 $1176.00 $34.28 $51.822 Cement Finishers 38.30 612.80 56.05 896.801 Concrete Mixer, 10 C.F. 155.20 170.722 Trowels, 48! Walk-Behind 84.80 93.28 6.00 6.6040 L.H., Daily Totals $1611.20 $2336.80 $40.28 $58.42



682


Incl.O&P

1 Laborer $31.60 $252.80 $49.00 $392.00 $36.07 $53.702 Cement Finishers 38.30 612.80 56.05 896.801 Trowel, 48! Walk-Behind 42.40 46.64 1.77 1.9424 L.H., Daily Totals $908.00 $1335.44 $37.83 $55.64


Incl.O&P

1 Laborer $31.60 $252.80 $49.00 $392.00 $36.07 $53.702 Cement Finishers 38.30 612.80 56.05 896.801 Vibrating Power Screed 70.35 77.391 Trowel, 48! Walk-Behind 42.40 46.64 4.70 5.1724 L.H., Daily Totals $978.35 $1412.83 $40.76 $58.87


Incl.O&P

1 Laborer $31.60 $252.80 $49.00 $392.00 $36.07 $53.702 Cement Finishers 38.30 612.80 56.05 896.801 Vibrating Power Screed 70.35 77.391 Cement Trowel, 96! Ride-On 166.60 183.26 9.87 10.8624 L.H., Daily Totals $1102.55 $1549.44 $45.94 $64.56


Incl.O&P

1 Struc. Steel Foreman $46.70 $373.60 $83.20 $665.60 $43.81 $75.596 Struc. Steel Workers 44.70 2145.60 79.65 3823.201 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Lattice Boom Crane, 150 Ton 1890.00 2079.00 26.25 28.8872 L.H., Daily Totals $5044.00 $7521.80 $70.06 $104.47


Incl.O&P

1 Carpenter Foreman (out) $41.95 $335.60 $65.05 $520.40 $39.33 $60.643 Carpenters 39.95 958.80 61.95 1486.801 Laborer 31.60 252.80 49.00 392.001 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Hyd. Crane, 12 Ton 768.80 845.68 16.02 17.6248 L.H., Daily Totals $2656.40 $3756.48 $55.34 $78.26


Incl.O&P

1 Struc. Steel Worker $44.70 $357.60 $79.65 $637.20 $43.12 $73.751 Welder 44.70 357.60 79.65 637.201 Carpenter 39.95 319.60 61.95 495.601 Welder, gas engine, 300 amp 134.20 147.62 5.59 6.1524 L.H., Daily Totals $1169.00 $1917.62 $48.71 $79.90


Incl.O&P

1 Carpenter Foreman (out) $41.95 $335.60 $65.05 $520.40 $39.01 $60.755 Carpenters 39.95 1598.00 61.95 2478.004 Laborers 31.60 1011.20 49.00 1568.004 Rodmen (reinf.) 44.55 1425.60 72.85 2331.202 Cement Finishers 38.30 612.80 56.05 896.801 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Hyd. Crane, 80 Ton 1296.00 1425.60 9.00 9.90144 L.H., Daily Totals $6914.00 $10174.00 $48.01 $70.65


Incl.O&P

1 Carpenter Foreman (out) $41.95 $335.60 $65.05 $520.40 $40.09 $62.5516 Carpenters 39.95 5113.60 61.95 7929.604 Rodmen (reinf.) 44.55 1425.60 72.85 2331.202 Laborers 31.60 505.60 49.00 784.001 Cement Finisher 38.30 306.40 56.05 448.401 Equip. Oper. (med.) 41.35 330.80 62.15 497.201 Gas Engine Vibrator 26.00 28.601 Concrete Pump (small) 737.80 811.58 3.82 4.20200 L.H., Daily Totals $8781.40 $13350.98 $43.91 $66.75


Incl.O&P

1 Carpenter Foreman (out) $41.95 $335.60 $65.05 $520.40 $40.02 $62.3016 Carpenters 39.95 5113.60 61.95 7929.604 Rodmen (reinf.) 44.55 1425.60 72.85 2331.202 Laborers 31.60 505.60 49.00 784.002 Cement Finishers 38.30 612.80 56.05 896.801 Equip. Oper. (med.) 41.35 330.80 62.15 497.201 Gas Engine Vibrator 26.00 28.601 Concrete Pump (small) 737.80 811.58 3.67 4.04208 L.H., Daily Totals $9087.80 $13799.38 $43.69 $66.34


Incl.O&P

1 Carpenter Foreman (out) $41.95 $335.60 $65.05 $520.40 $38.25 $59.616 Carpenters 39.95 1917.60 61.95 2973.602 Rodmen (reinf.) 44.55 712.80 72.85 1165.604 Laborers 31.60 1011.20 49.00 1568.001 Cement Finisher 38.30 306.40 56.05 448.401 Gas Engine Vibrator 26.00 28.60 .23 .26112 L.H., Daily Totals $4309.60 $6704.60 $38.48 $59.86


Incl.O&P

1 Carpenter Foreman (out) $41.95 $335.60 $65.05 $520.40 $39.72 $61.6818 Carpenters 39.95 5752.80 61.95 8920.802 Rodmen (reinf.) 44.55 712.80 72.85 1165.602 Laborers 31.60 505.60 49.00 784.001 Cement Finisher 38.30 306.40 56.05 448.401 Equip. Oper. (med.) 41.35 330.80 62.15 497.201 Gas Engine Vibrator 26.00 28.601 Concrete Pump (small) 737.80 811.58 3.82 4.20200 L.H., Daily Totals $8707.80 $13176.58 $43.54 $65.88


Incl.O&P

1 Carpenter Foreman (out) $41.95 $335.60 $65.05 $520.40 $39.38 $62.132 Carpenters 39.95 639.20 61.95 991.204 Rodmen (reinf.) 44.55 1425.60 72.85 2331.203 Laborers 31.60 758.40 49.00 1176.001 Cement Finisher 38.30 306.40 56.05 448.401 Gas Engine Vibrator 26.00 28.60 .30 .3388 L.H., Daily Totals $3491.20 $5495.80 $39.67 $62.45

Crew C-14F Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Laborer Foreman (out) $33.60 $268.80 $52.10 $416.80 $36.29 $54.042 Laborers 31.60 505.60 49.00 784.006 Cement Finishers 38.30 1838.40 56.05 2690.401 Gas Engine Vibrator 26.00 28.60 .36 .4072 L.H., Daily Totals $2638.80 $3919.80 $36.65 $54.44



683

Crew C-14G Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Laborer Foreman (out) $33.60 $268.80 $52.10 $416.80 $35.71 $53.472 Laborers 31.60 505.60 49.00 784.004 Cement Finishers 38.30 1225.60 56.05 1793.601 Gas Engine Vibrator 26.00 28.60 .46 .5156 L.H., Daily Totals $2026.00 $3023.00 $36.18 $53.98

Crew C-14H Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Carpenter Foreman (out) $41.95 $335.60 $65.05 $520.40 $39.38 $61.142 Carpenters 39.95 639.20 61.95 991.201 Rodman (reinf.) 44.55 356.40 72.85 582.801 Laborer 31.60 252.80 49.00 392.001 Cement Finisher 38.30 306.40 56.05 448.401 Gas Engine Vibrator 26.00 28.60 .54 .6048 L.H., Daily Totals $1916.40 $2963.40 $39.92 $61.74

Crew C-14L Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Carpenter Foreman (out) $41.95 $335.60 $65.05 $520.40 $37.20 $57.406 Carpenters 39.95 1917.60 61.95 2973.604 Laborers 31.60 1011.20 49.00 1568.001 Cement Finisher 38.30 306.40 56.05 448.401 Gas Engine Vibrator 26.00 28.60 .27 .3096 L.H., Daily Totals $3596.80 $5539.00 $37.47 $57.70


Incl.O&P

1 Carpenter Foreman (out) $41.95 $335.60 $65.05 $520.40 $37.53 $57.882 Carpenters 39.95 639.20 61.95 991.203 Laborers 31.60 758.40 49.00 1176.002 Cement Finishers 38.30 612.80 56.05 896.801 Rodman (reinf.) 44.55 356.40 72.85 582.8072 L.H., Daily Totals $2702.40 $4167.20 $37.53 $57.88


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $37.27 $57.673 Laborers 31.60 758.40 49.00 1176.002 Cement Finishers 38.30 612.80 56.05 896.801 Equip. Oper. (med.) 41.35 330.80 62.15 497.202 Rodmen (reinf.) 44.55 712.80 72.85 1165.601 Concrete Pump (small) 737.80 811.58 10.25 11.2772 L.H., Daily Totals $3421.40 $4963.98 $47.52 $68.94


Incl.O&P

2 Skilled Worker Foremen $42.85 $685.60 $66.35 $1061.60 $41.25 $63.878 Skilled Workers 40.85 2614.40 63.25 4048.0080 L.H., Daily Totals $3300.00 $5109.60 $41.25 $63.87


Incl.O&P

2 Skilled Worker Foremen $42.85 $685.60 $66.35 $1061.60 $41.27 $63.878 Skilled Workers 40.85 2614.40 63.25 4048.00.125 Equip. Oper. (crane) 42.55 42.55 63.95 63.95.125 Hyd. Crane, 80 Ton 162.00 178.20 2.00 2.2081 L.H., Daily Totals $3504.55 $5351.75 $43.27 $66.07


Incl.O&P

2 Skilled Worker Foremen $42.85 $685.60 $66.35 $1061.60 $41.28 $63.878 Skilled Workers 40.85 2614.40 63.25 4048.00.25 Equip. Oper. (crane) 42.55 85.10 63.95 127.90.25 Hyd. Crane, 80 Ton 324.00 356.40.25 Trowel, 48! Walk-Behind 10.60 11.66 4.08 4.4982 L.H., Daily Totals $3719.70 $5605.56 $45.36 $68.36


Incl.O&P



Incl.O&P



Incl.O&P

2 Skilled Worker Foremen $42.85 $685.60 $66.35 $1061.60 $41.25 $63.878 Skilled Workers 40.85 2614.40 63.25 4048.001 Hyd. Jack with Rods 85.70 94.27 1.07 1.1880 L.H., Daily Totals $3385.70 $5203.87 $42.32 $65.05


Incl.O&P

.125 Labor Foreman (out) $33.60 $33.60 $52.10 $52.10 $31.82 $49.341 Laborer 31.60 252.80 49.00 392.001 Concrete Cart, 10 C.F. 55.20 60.72 6.13 6.759 L.H., Daily Totals $341.60 $504.82 $37.96 $56.09


Incl.O&P

.125 Labor Foreman (out) $33.60 $33.60 $52.10 $52.10 $31.82 $49.341 Laborer 31.60 252.80 49.00 392.001 Concrete Cart, 18 C.F. 86.40 95.04 9.60 10.569 L.H., Daily Totals $372.80 $539.14 $41.42 $59.90


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $33.91 $51.915 Laborers 31.60 1264.00 49.00 1960.001 Cement Finisher 38.30 306.40 56.05 448.401 Equip. Oper. (med.) 41.35 330.80 62.15 497.202 Gas Engine Vibrators 52.00 57.201 Concrete Pump (small) 737.80 811.58 12.34 13.5764 L.H., Daily Totals $2959.80 $4191.18 $46.25 $65.49


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $33.91 $51.915 Laborers 31.60 1264.00 49.00 1960.001 Cement Finisher 38.30 306.40 56.05 448.401 Equip. Oper. (med.) 41.35 330.80 62.15 497.202 Gas Engine Vibrators 52.00 57.201 Concrete Conveyer 179.00 196.90 3.61 3.9764 L.H., Daily Totals $2401.00 $3576.50 $37.52 $55.88


Incl.O&P

1 Rodman Foreman $46.55 $372.40 $76.10 $608.80 $44.70 $72.844 Rodmen (reinf.) 44.55 1425.60 72.85 2331.20.125 Equip. Oper. (crane) 42.55 42.55 63.95 63.95.125 Equip. Oper. Oiler 36.80 36.80 55.30 55.30.125 Hyd. Crane, 25 Ton 98.67 108.54 2.35 2.5842 L.H., Daily Totals $1976.03 $3167.79 $47.05 $75.42



684


Incl.O&P

2 Skilled Worker Foremen $42.85 $685.60 $66.35 $1061.60 $41.02 $63.156 Skilled Workers 40.85 1960.80 63.25 3036.001 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Lattice Boom Crane, 90 Ton 1741.00 1915.10 21.76 23.9480 L.H., Daily Totals $5022.20 $6966.70 $62.78 $87.08


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $35.23 $53.872 Laborers 31.60 505.60 49.00 784.001 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Crawler Crane, 100 Ton 1611.00 1772.103 Conc. Buckets, 8 C.Y. 603.00 663.30 55.35 60.8840 L.H., Daily Totals $3623.20 $4590.20 $90.58 $114.76


Incl.O&P

2 Skilled Worker Foremen $42.85 $685.60 $66.35 $1061.60 $41.02 $63.156 Skilled Workers 40.85 1960.80 63.25 3036.001 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Lattice Boom Crane, 150 Ton 1890.00 2079.00 23.63 25.9980 L.H., Daily Totals $5171.20 $7130.60 $64.64 $89.13


Incl.O&P

2 Rodmen (reinf.) $44.55 $712.80 $72.85 $1165.60 $34.95 $57.772 Rodmen Helpers 25.35 405.60 42.70 683.2032 L.H., Daily Totals $1118.40 $1848.80 $34.95 $57.77


Incl.O&P

2 Cement Finishers $38.30 $612.80 $56.05 $896.80 $38.30 $56.051 Concrete Saw 141.00 155.10 8.81 9.6916 L.H., Daily Totals $753.80 $1051.90 $47.11 $65.74


Incl.O&P

1 Cement Finisher $38.30 $306.40 $56.05 $448.40 $38.30 $56.051 Portable Air Compressor, Gas 19.10 21.01 2.39 2.638 L.H., Daily Totals $325.50 $469.41 $40.69 $58.68

Crew D-1 Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Bricklayer $40.50 $324.00 $61.45 $491.60 $36.33 $55.101 Bricklayer Helper 32.15 257.20 48.75 390.0016 L.H., Daily Totals $581.20 $881.60 $36.33 $55.10


Incl.O&P

3 Bricklayers $40.50 $972.00 $61.45 $1474.80 $37.41 $56.882 Bricklayer Helpers 32.15 514.40 48.75 780.00.5 Carpenter 39.95 159.80 61.95 247.8044 L.H., Daily Totals $1646.20 $2502.60 $37.41 $56.88


Incl.O&P



Incl.O&P

1 Bricklayer $40.50 $324.00 $61.45 $491.60 $35.96 $54.412 Bricklayer Helpers 32.15 514.40 48.75 780.001 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Grout Pump, 50 C.F./Hr. 126.80 139.48 3.96 4.3632 L.H., Daily Totals $1277.60 $1880.68 $39.92 $58.77


Incl.O&P

1 Bricklayer $40.50 $324.00 $61.45 $491.60 $40.50 $61.458 L.H., Daily Totals $324.00 $491.60 $40.50 $61.45


Incl.O&P



Incl.O&P

1 Tile Layer $38.10 $304.80 $55.80 $446.40 $34.08 $49.901 Tile Layer Helper 30.05 240.40 44.00 352.0016 L.H., Daily Totals $545.20 $798.40 $34.08 $49.90


Incl.O&P

3 Bricklayers $40.50 $972.00 $61.45 $1474.80 $37.16 $56.372 Bricklayer Helpers 32.15 514.40 48.75 780.0040 L.H., Daily Totals $1486.40 $2254.80 $37.16 $56.37


Incl.O&P

3 Bricklayers $40.50 $972.00 $61.45 $1474.80 $36.33 $55.103 Bricklayer Helpers 32.15 771.60 48.75 1170.0048 L.H., Daily Totals $1743.60 $2644.80 $36.33 $55.10


Incl.O&P

1 Bricklayer Foreman $42.50 $340.00 $64.45 $515.60 $39.42 $59.651 Bricklayer 40.50 324.00 61.45 491.601 Bricklayer Helper 32.15 257.20 48.75 390.001 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 S.P. Crane, 4x4, 12 Ton 601.80 661.98 18.81 20.6932 L.H., Daily Totals $1863.40 $2570.78 $58.23 $80.34


Incl.O&P

1 Bricklayer Foreman $42.50 $340.00 $64.45 $515.60 $38.38 $58.221 Bricklayer 40.50 324.00 61.45 491.601 Bricklayer Helper 32.15 257.20 48.75 390.0024 L.H., Daily Totals $921.20 $1397.20 $38.38 $58.22


Incl.O&P

1 Bricklayer Foreman $42.50 $340.00 $64.45 $515.60 $36.83 $55.851 Bricklayer 40.50 324.00 61.45 491.602 Bricklayer Helpers 32.15 514.40 48.75 780.0032 L.H., Daily Totals $1178.40 $1787.20 $36.83 $55.85


Incl.O&P

1 Bricklayer Foreman $42.50 $340.00 $64.45 $515.60 $38.30 $58.221 Bricklayer 40.50 324.00 61.45 491.602 Bricklayer Helpers 32.15 514.40 48.75 780.001 Carpenter 39.95 319.60 61.95 495.601 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 S.P. Crane, 4x4, 12 Ton 601.80 661.98 12.54 13.7948 L.H., Daily Totals $2440.20 $3456.38 $50.84 $72.01



685

Crew E-1 Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Welder Foreman $46.70 $373.60 $83.20 $665.60 $43.48 $73.851 Welder 44.70 357.60 79.65 637.201 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Welder, gas engine, 300 amp 134.20 147.62 5.59 6.1524 L.H., Daily Totals $1177.80 $1920.02 $49.08 $80.00


Incl.O&P

1 Struc. Steel Foreman $46.70 $373.60 $83.20 $665.60 $43.55 $74.444 Struc. Steel Workers 44.70 1430.40 79.65 2548.801 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Lattice Boom Crane, 90 Ton 1741.00 1915.10 31.09 34.2056 L.H., Daily Totals $4179.80 $6083.50 $74.64 $108.63


Incl.O&P

1 Struc. Steel Foreman $46.70 $373.60 $83.20 $665.60 $45.37 $80.831 Struc. Steel Worker 44.70 357.60 79.65 637.201 Welder 44.70 357.60 79.65 637.201 Welder, gas engine, 300 amp 134.20 147.62 5.59 6.1524 L.H., Daily Totals $1223.00 $2087.62 $50.96 $86.98


Incl.O&P

1 Struc. Steel Foreman $46.70 $373.60 $83.20 $665.60 $45.20 $80.543 Struc. Steel Workers 44.70 1072.80 79.65 1911.601 Welder, gas engine, 300 amp 134.20 147.62 4.19 4.6132 L.H., Daily Totals $1580.60 $2724.82 $49.39 $85.15


Incl.O&P

2 Struc. Steel Foremen $46.70 $747.20 $83.20 $1331.20 $44.09 $76.365 Struc. Steel Workers 44.70 1788.00 79.65 3186.001 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Welder 44.70 357.60 79.65 637.201 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Lattice Boom Crane, 90 Ton 1741.00 1915.101 Welder, gas engine, 300 amp 134.20 147.62 23.44 25.7880 L.H., Daily Totals $5402.80 $8171.12 $67.53 $102.14


Incl.O&P

3 Struc. Steel Foremen $46.70 $1120.80 $83.20 $1996.80 $44.09 $76.509 Struc. Steel Workers 44.70 3218.40 79.65 5734.801 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Welder 44.70 357.60 79.65 637.201 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Lattice Boom Crane, 90 Ton 1741.00 1915.101 Welder, gas engine, 300 amp 134.20 147.621 Air Compressor, 160 cfm 138.80 152.682 Impact Wrenches 32.40 35.64 15.99 17.59128 L.H., Daily Totals $7690.40 $12043.44 $60.08 $94.09


Incl.O&P

1 Struc. Steel Foreman $46.70 $373.60 $83.20 $665.60 $44.09 $76.364 Struc. Steel Workers 44.70 1430.40 79.65 2548.801 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Welder Foreman 46.70 373.60 83.20 665.602 Welders 44.70 715.20 79.65 1274.401 Lattice Boom Crane, 90 Ton 1741.00 1915.102 Welders, gas engine, 300 amp 268.40 295.24 25.12 27.6380 L.H., Daily Totals $5537.00 $8318.74 $69.21 $103.98


Incl.O&P

1 Struc. Steel Foreman $46.70 $373.60 $83.20 $665.60 $43.80 $75.504 Struc. Steel Workers 44.70 1430.40 79.65 2548.801 Welder Foreman 46.70 373.60 83.20 665.604 Welders 44.70 1430.40 79.65 2548.801 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Lattice Boom Crane, 90 Ton 1741.00 1915.104 Welders, gas engine, 300 amp 536.80 590.48 21.90 24.09104 L.H., Daily Totals $6833.00 $10357.98 $65.70 $99.60


Incl.O&P

2 Struc. Steel Foremen $46.70 $747.20 $83.20 $1331.20 $44.09 $76.505 Struc. Steel Workers 44.70 1788.00 79.65 3186.001 Welder Foreman 46.70 373.60 83.20 665.605 Welders 44.70 1788.00 79.65 3186.001 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Lattice Boom Crane, 90 Ton 1741.00 1915.105 Welders, gas engine, 300 amp 671.00 738.10 18.84 20.73128 L.H., Daily Totals $8056.00 $12445.60 $62.94 $97.23


Incl.O&P

1 Welder Foreman $46.70 $373.60 $83.20 $665.60 $45.70 $81.421 Welder 44.70 357.60 79.65 637.201 Welder, gas engine, 300 amp 134.20 147.621 Flatbed Truck, Gas, 3 Ton 242.60 266.86 23.55 25.9116 L.H., Daily Totals $1108.00 $1717.28 $69.25 $107.33


Incl.O&P

2 Painters, Struc. Steel $36.00 $576.00 $65.35 $1045.60 $35.66 $59.601 Building Laborer 31.60 252.80 49.00 392.001 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Air Compressor, 250 cfm 162.40 178.641 Sandblaster, portable, 3 C.F. 20.60 22.661 Set Sand Blasting Accessories 12.75 14.03 6.12 6.7332 L.H., Daily Totals $1336.95 $2122.53 $41.78 $66.33


Incl.O&P

1 Welder Foreman $46.70 $373.60 $83.20 $665.60 $42.88 $70.951 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Welder, gas engine, 300 amp 134.20 147.62 8.39 9.2316 L.H., Daily Totals $820.20 $1282.82 $51.26 $80.18


Incl.O&P

1 Welder Foreman $46.70 $373.60 $83.20 $665.60 $44.15 $75.03.5 Equip. Oper. (light) 39.05 156.20 58.70 234.801 Welder, gas engine, 300 amp 134.20 147.62 11.18 12.3012 L.H., Daily Totals $664.00 $1048.02 $55.33 $87.33


Incl.O&P

1 Welder Foreman $46.70 $373.60 $83.20 $665.60 $46.70 $83.201 Welder, gas engine, 300 amp 134.20 147.62 16.77 18.458 L.H., Daily Totals $507.80 $813.22 $63.48 $101.65


Incl.O&P

1 Welder Foreman $46.70 $373.60 $83.20 $665.60 $45.70 $81.421 Welder 44.70 357.60 79.65 637.201 Welder, gas engine, 300 amp 134.20 147.62 8.39 9.2316 L.H., Daily Totals $865.40 $1450.42 $54.09 $90.65



686


Incl.O&P

1 Structural Steel Foreman $46.70 $373.60 $83.20 $665.60 $45.70 $81.421 Structural Steel Worker 44.70 357.60 79.65 637.2016 L.H., Daily Totals $731.20 $1302.80 $45.70 $81.42


Incl.O&P

1 Structural Steel Foreman $46.70 $373.60 $83.20 $665.60 $44.43 $76.863 Structural Steel Workers 44.70 1072.80 79.65 1911.601 Equipment Operator (med.) 41.35 330.80 62.15 497.201 Lattice Boom Crane, 20 Ton 1080.00 1188.00 27.00 29.7040 L.H., Daily Totals $2857.20 $4262.40 $71.43 $106.56


Incl.O&P

1 Structural Steel Worker $44.70 $357.60 $79.65 $637.20 $43.48 $73.851 Structural Steel Foreman 46.70 373.60 83.20 665.601 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Lattice Boom Crane, 20 Ton 1080.00 1188.00 45.00 49.5024 L.H., Daily Totals $2123.60 $2960.40 $88.48 $123.35


Incl.O&P

1 Structural Steel Foreman $46.70 $373.60 $83.20 $665.60 $43.69 $75.095 Structural Steel Workers 44.70 1788.00 79.65 3186.001 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Oiler 36.80 294.40 55.30 442.401 Lattice Boom Crane, 40 Ton 1327.00 1459.70 20.73 22.8164 L.H., Daily Totals $4123.40 $6265.30 $64.43 $97.90


Incl.O&P

1 Skilled Worker Foreman $42.85 $342.80 $66.35 $530.80 $41.52 $64.282 Skilled Workers 40.85 653.60 63.25 1012.0024 L.H., Daily Totals $996.40 $1542.80 $41.52 $64.28


Incl.O&P

3 Structural Steel Workers $44.70 $1072.80 $79.65 $1911.60 $43.86 $75.281 Equipment Operator (medium) 41.35 330.80 62.15 497.201 Hyd. Crane, 25 Ton 789.40 868.34 24.67 27.1432 L.H., Daily Totals $2193.00 $3277.14 $68.53 $102.41


Incl.O&P

1 Welder Foreman $46.70 $373.60 $83.20 $665.60 $46.70 $83.201 Cutting Torch 17.00 18.701 Gases 75.60 83.16 11.57 12.738 L.H., Daily Totals $466.20 $767.46 $58.27 $95.93

Crew F-3 Hr. Daily Hr. DailyBareCosts

Incl.O&P

4 Carpenters $39.95 $1278.40 $61.95 $1982.40 $40.47 $62.351 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Hyd. Crane, 12 Ton 768.80 845.68 19.22 21.1440 L.H., Daily Totals $2387.60 $3339.68 $59.69 $83.49


Incl.O&P

4 Carpenters $39.95 $1278.40 $61.95 $1982.40 $39.86 $61.171 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Hyd. Crane, 55 Ton 1125.00 1237.50 23.44 25.7848 L.H., Daily Totals $3038.20 $4173.90 $63.30 $86.96


Incl.O&P

1 Carpenter Foreman $41.95 $335.60 $65.05 $520.40 $40.45 $62.733 Carpenters 39.95 958.80 61.95 1486.8032 L.H., Daily Totals $1294.40 $2007.20 $40.45 $62.73


Incl.O&P

2 Carpenters $39.95 $639.20 $61.95 $991.20 $37.13 $57.172 Building Laborers 31.60 505.60 49.00 784.001 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Hyd. Crane, 12 Ton 768.80 845.68 19.22 21.1440 L.H., Daily Totals $2254.00 $3132.48 $56.35 $78.31


Incl.O&P

2 Carpenters $39.95 $639.20 $61.95 $991.20 $35.77 $55.482 Building Laborers 31.60 505.60 49.00 784.0032 L.H., Daily Totals $1144.80 $1775.20 $35.77 $55.48

Crew G-1 Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Roofer Foreman $36.25 $290.00 $61.10 $488.80 $31.99 $53.904 Roofers, Composition 34.25 1096.00 57.70 1846.402 Roofer Helpers 25.35 405.60 42.70 683.201 Application Equipment 173.20 190.521 Tar Kettle/Pot 97.20 106.921 Crew Truck 169.60 186.56 7.86 8.6456 L.H., Daily Totals $2231.60 $3502.40 $39.85 $62.54


Incl.O&P

1 Plasterer $36.15 $289.20 $54.55 $436.40 $33.35 $50.771 Plasterer Helper 32.30 258.40 48.75 390.001 Building Laborer 31.60 252.80 49.00 392.001 Grout Pump, 50 C.F./Hr. 126.80 139.48 5.28 5.8124 L.H., Daily Totals $927.20 $1357.88 $38.63 $56.58

Crew G-2A Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Roofer, composition $34.25 $274.00 $57.70 $461.60 $30.40 $49.801 Roofer Helper 25.35 202.80 42.70 341.601 Building Laborer 31.60 252.80 49.00 392.001 Foam spray rig, trailer-mtd. 488.20 537.021 Pickup Truck, 3/4 Ton 116.80 128.48 25.21 27.7324 L.H., Daily Totals $1334.60 $1860.70 $55.61 $77.53


Incl.O&P

2 Sheet Metal Workers $47.20 $755.20 $72.65 $1162.40 $39.40 $60.832 Building Laborers 31.60 505.60 49.00 784.0032 L.H., Daily Totals $1260.80 $1946.40 $39.40 $60.83


Incl.O&P

1 Labor Foreman (outside) $33.60 $268.80 $52.10 $416.80 $32.27 $50.032 Building Laborers 31.60 505.60 49.00 784.001 Flatbed Truck, Gas, 1.5 Ton 194.40 213.841 Air Compressor, 160 cfm 138.80 152.68 13.88 15.2724 L.H., Daily Totals $1107.60 $1567.32 $46.15 $65.31


Incl.O&P

1 Roofer Foreman $36.25 $290.00 $61.10 $488.80 $31.09 $52.382 Roofers, Composition 34.25 548.00 57.70 923.202 Roofer Helpers 25.35 405.60 42.70 683.201 Application Equipment 173.20 190.52 4.33 4.7640 L.H., Daily Totals $1416.80 $2285.72 $35.42 $57.14

Crew G-6A Hr. Daily Hr. DailyBareCosts

Incl.O&P

2 Roofers Composition $34.25 $548.00 $57.70 $923.20 $34.25 $57.701 Small Compressor, Electric 11.35 12.482 Pneumatic Nailers 43.20 47.52 3.41 3.7516 L.H., Daily Totals $602.55 $983.21 $37.66 $61.45



687


Incl.O&P

1 Carpenter $39.95 $319.60 $61.95 $495.60 $39.95 $61.951 Small Compressor, Electric 11.35 12.481 Pneumatic Nailer 21.60 23.76 4.12 4.538 L.H., Daily Totals $352.55 $531.85 $44.07 $66.48

Crew H-1 Hr. Daily Hr. DailyBareCosts

Incl.O&P

2 Glaziers $38.60 $617.60 $58.35 $933.60 $41.65 $69.002 Struc. Steel Workers 44.70 715.20 79.65 1274.4032 L.H., Daily Totals $1332.80 $2208.00 $41.65 $69.00


Incl.O&P

2 Glaziers $38.60 $617.60 $58.35 $933.60 $36.27 $55.231 Building Laborer 31.60 252.80 49.00 392.0024 L.H., Daily Totals $870.40 $1325.60 $36.27 $55.23


Incl.O&P

1 Glazier $38.60 $308.80 $58.35 $466.80 $34.45 $52.581 Helper 30.30 242.40 46.80 374.4016 L.H., Daily Totals $551.20 $841.20 $34.45 $52.58

Crew J-1 Hr. Daily Hr. DailyBareCosts

Incl.O&P

3 Plasterers $36.15 $867.60 $54.55 $1309.20 $34.61 $52.232 Plasterer Helpers 32.30 516.80 48.75 780.001 Mixing Machine, 6 C.F. 126.60 139.26 3.17 3.4840 L.H., Daily Totals $1511.00 $2228.46 $37.77 $55.71


Incl.O&P

3 Plasterers $36.15 $867.60 $54.55 $1309.20 $34.77 $52.292 Plasterer Helpers 32.30 516.80 48.75 780.001 Lather 35.55 284.40 52.60 420.801 Mixing Machine, 6 C.F. 126.60 139.26 2.64 2.9048 L.H., Daily Totals $1795.40 $2649.26 $37.40 $55.19


Incl.O&P

1 Terrazzo Worker $37.70 $301.60 $55.20 $441.60 $34.27 $50.171 Terrazzo Helper 30.85 246.80 45.15 361.201 Terrazzo Grinder, Electric 81.60 89.761 Terrazzo Mixer 171.60 188.76 15.82 17.4116 L.H., Daily Totals $801.60 $1081.32 $50.10 $67.58

Crew K-1 Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Carpenter $39.95 $319.60 $61.95 $495.60 $35.45 $54.801 Truck Driver (light) 30.95 247.60 47.65 381.201 Flatbed Truck, Gas, 3 Ton 242.60 266.86 15.16 16.6816 L.H., Daily Totals $809.80 $1143.66 $50.61 $71.48

Crew K-2 Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Struc. Steel Foreman $46.70 $373.60 $83.20 $665.60 $40.78 $70.171 Struc. Steel Worker 44.70 357.60 79.65 637.201 Truck Driver (light) 30.95 247.60 47.65 381.201 Flatbed Truck, Gas, 3 Ton 242.60 266.86 10.11 11.1224 L.H., Daily Totals $1221.40 $1950.86 $50.89 $81.29

Crew L-1 Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Electrician $47.00 $376.00 $69.95 $559.60 $47.88 $71.551 Plumber 48.75 390.00 73.15 585.2016 L.H., Daily Totals $766.00 $1144.80 $47.88 $71.55


Incl.O&P

1 Carpenter $39.95 $319.60 $61.95 $495.60 $35.13 $54.381 Carpenter Helper 30.30 242.40 46.80 374.4016 L.H., Daily Totals $562.00 $870.00 $35.13 $54.38


Incl.O&P

1 Carpenter $39.95 $319.60 $61.95 $495.60 $43.52 $66.63.5 Electrician 47.00 188.00 69.95 279.80.5 Sheet Metal Worker 47.20 188.80 72.65 290.6016 L.H., Daily Totals $696.40 $1066.00 $43.52 $66.63

Crew L-3A Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Carpenter Foreman (outside) $41.95 $335.60 $65.05 $520.40 $43.70 $67.58.5 Sheet Metal Worker 47.20 188.80 72.65 290.6012 L.H., Daily Totals $524.40 $811.00 $43.70 $67.58


Incl.O&P

2 Skilled Workers $40.85 $653.60 $63.25 $1012.00 $37.33 $57.771 Helper 30.30 242.40 46.80 374.4024 L.H., Daily Totals $896.00 $1386.40 $37.33 $57.77


Incl.O&P

1 Struc. Steel Foreman $46.70 $373.60 $83.20 $665.60 $44.68 $77.915 Struc. Steel Workers 44.70 1788.00 79.65 3186.001 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Hyd. Crane, 25 Ton 789.40 868.34 14.10 15.5156 L.H., Daily Totals $3291.40 $5231.54 $58.77 $93.42

Crew L-5A Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Structural Steel Foreman $46.70 $373.60 $83.20 $665.60 $44.66 $76.612 Structural Steel Workers 44.70 715.20 79.65 1274.401 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 S.P. Crane, 4x4, 25 Ton 716.80 788.48 22.40 24.6432 L.H., Daily Totals $2146.00 $3240.08 $67.06 $101.25

Crew L-5B Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Structural Steel Foreman $46.70 $373.60 $83.20 $665.60 $45.35 $72.192 Structural Steel Workers 44.70 715.20 79.65 1274.402 Electricians 47.00 752.00 69.95 1119.202 Steamfitters/Pipefitters 49.35 789.60 74.05 1184.801 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Equip. Oper. Oiler 36.80 294.40 55.30 442.401 Hyd. Crane, 80 Ton 1296.00 1425.60 18.00 19.8072 L.H., Daily Totals $4561.20 $6623.60 $63.35 $91.99


Incl.O&P

1 Plumber $48.75 $390.00 $73.15 $585.20 $48.17 $72.08.5 Electrician 47.00 188.00 69.95 279.8012 L.H., Daily Totals $578.00 $865.00 $48.17 $72.08


Incl.O&P

2 Carpenters $39.95 $639.20 $61.95 $991.20 $38.57 $59.391 Building Laborer 31.60 252.80 49.00 392.00.5 Electrician 47.00 188.00 69.95 279.8028 L.H., Daily Totals $1080.00 $1663.00 $38.57 $59.39


Incl.O&P

2 Carpenters $39.95 $639.20 $61.95 $991.20 $41.71 $64.19.5 Plumber 48.75 195.00 73.15 292.6020 L.H., Daily Totals $834.20 $1283.80 $41.71 $64.19



688


Incl.O&P

1 Labor Foreman (inside) $32.10 $256.80 $49.80 $398.40 $36.33 $58.322 Building Laborers 31.60 505.60 49.00 784.001 Struc. Steel Worker 44.70 357.60 79.65 637.20.5 Electrician 47.00 188.00 69.95 279.8036 L.H., Daily Totals $1308.00 $2099.40 $36.33 $58.32


Incl.O&P

1 Structural Steel Foreman $46.70 $373.60 $83.20 $665.60 $44.65 $75.601 Structural Steel Worker 44.70 357.60 79.65 637.201 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Hyd. Crane, 12 Ton 768.80 845.68 32.03 35.2424 L.H., Daily Totals $1840.40 $2660.08 $76.68 $110.84


Incl.O&P

2 Wreckers $31.60 $505.60 $54.15 $866.40 $36.20 $57.741 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Equip. Oper. (light) 39.05 312.40 58.70 469.601 Hyd. Excavator, 2.5 C.Y. 1619.00 1780.901 Loader, Skid Steer, 78 H.P. 259.60 285.56 58.71 64.5832 L.H., Daily Totals $3037.00 $3914.06 $94.91 $122.31

Crew M-1 Hr. Daily Hr. DailyBareCosts

Incl.O&P

3 Elevator Constructors $56.60 $1358.40 $84.30 $2023.20 $53.77 $80.091 Elevator Apprentice 45.30 362.40 67.45 539.605 Hand Tools 57.00 62.70 1.78 1.9632 L.H., Daily Totals $1777.80 $2625.50 $55.56 $82.05


Incl.O&P

1 Electrician Foreman (out) $49.00 $392.00 $72.90 $583.20 $45.37 $68.041 Common Laborer 31.60 252.80 49.00 392.00.25 Equipment Operator, Medium 41.35 82.70 62.15 124.301 Elevator Constructor 56.60 452.80 84.30 674.401 Elevator Apprentice 45.30 362.40 67.45 539.60.25 S.P. Crane, 4x4, 20 Ton 175.15 192.66 5.15 5.6734 L.H., Daily Totals $1717.85 $2506.17 $50.52 $73.71


Incl.O&P

1 Electrician Foreman (out) $49.00 $392.00 $72.90 $583.20 $44.96 $67.441 Common Laborer 31.60 252.80 49.00 392.00.25 Equipment Operator, Crane 42.55 85.10 63.95 127.90.25 Equipment Operator, Oiler 36.80 73.60 55.30 110.601 Elevator Constructor 56.60 452.80 84.30 674.401 Elevator Apprentice 45.30 362.40 67.45 539.60.25 S.P. Crane, 4x4, 40 Ton 234.30 257.73 6.51 7.1636 L.H., Daily Totals $1853.00 $2685.43 $51.47 $74.60

Crew Q-1 Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Plumber $48.75 $390.00 $73.15 $585.20 $43.88 $65.851 Plumber Apprentice 39.00 312.00 58.55 468.4016 L.H., Daily Totals $702.00 $1053.60 $43.88 $65.85

Crew Q-1A Hr. Daily Hr. DailyBareCosts

Incl.O&P

.25 Plumber Foreman (out) $50.75 $101.50 $76.20 $152.40 $49.15 $73.761 Plumber 48.75 390.00 73.15 585.2010 L.H., Daily Totals $491.50 $737.60 $49.15 $73.76

Crew Q-1C Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Plumber $48.75 $390.00 $73.15 $585.20 $43.03 $64.621 Plumber Apprentice 39.00 312.00 58.55 468.401 Equip. Oper. (medium) 41.35 330.80 62.15 497.201 Trencher, Chain Type, 8’ D 1777.00 1954.70 74.04 81.4524 L.H., Daily Totals $2809.80 $3505.50 $117.08 $146.06


Incl.O&P

2 Plumbers $48.75 $780.00 $73.15 $1170.40 $45.50 $68.281 Plumber Apprentice 39.00 312.00 58.55 468.4024 L.H., Daily Totals $1092.00 $1638.80 $45.50 $68.28


Incl.O&P

1 Plumber Foreman (inside) $49.25 $394.00 $73.90 $591.20 $46.44 $69.692 Plumbers 48.75 780.00 73.15 1170.401 Plumber Apprentice 39.00 312.00 58.55 468.4032 L.H., Daily Totals $1486.00 $2230.00 $46.44 $69.69


Incl.O&P

1 Plumber Foreman (inside) $49.25 $394.00 $73.90 $591.20 $46.44 $69.691 Plumber 48.75 390.00 73.15 585.201 Welder (plumber) 48.75 390.00 73.15 585.201 Plumber Apprentice 39.00 312.00 58.55 468.401 Welder, electric, 300 amp 55.70 61.27 1.74 1.9132 L.H., Daily Totals $1541.70 $2291.27 $48.18 $71.60


Incl.O&P

1 Steamfitter $49.35 $394.80 $74.05 $592.40 $44.42 $66.671 Steamfitter Apprentice 39.50 316.00 59.30 474.4016 L.H., Daily Totals $710.80 $1066.80 $44.42 $66.67


Incl.O&P

2 Steamfitters $49.35 $789.60 $74.05 $1184.80 $46.07 $69.131 Steamfitter Apprentice 39.50 316.00 59.30 474.4024 L.H., Daily Totals $1105.60 $1659.20 $46.07 $69.13


Incl.O&P

1 Steamfitter Foreman (inside) $49.85 $398.80 $74.80 $598.40 $47.01 $70.552 Steamfitters 49.35 789.60 74.05 1184.801 Steamfitter Apprentice 39.50 316.00 59.30 474.4032 L.H., Daily Totals $1504.40 $2257.60 $47.01 $70.55


Incl.O&P

1 Steamfitter Foreman (inside) $49.85 $398.80 $74.80 $598.40 $47.01 $70.551 Steamfitter 49.35 394.80 74.05 592.401 Welder (steamfitter) 49.35 394.80 74.05 592.401 Steamfitter Apprentice 39.50 316.00 59.30 474.401 Welder, electric, 300 amp 55.70 61.27 1.74 1.9132 L.H., Daily Totals $1560.10 $2318.87 $48.75 $72.46


Incl.O&P

1 Sheet Metal Worker $47.20 $377.60 $72.65 $581.20 $42.48 $65.381 Sheet Metal Apprentice 37.75 302.00 58.10 464.8016 L.H., Daily Totals $679.60 $1046.00 $42.48 $65.38


Incl.O&P

2 Sheet Metal Workers $47.20 $755.20 $72.65 $1162.40 $44.05 $67.801 Sheet Metal Apprentice 37.75 302.00 58.10 464.8024 L.H., Daily Totals $1057.20 $1627.20 $44.05 $67.80



689


Incl.O&P

1 Sheet Metal Foreman (inside) $47.70 $381.60 $73.40 $587.20 $44.96 $69.202 Sheet Metal Workers 47.20 755.20 72.65 1162.401 Sheet Metal Apprentice 37.75 302.00 58.10 464.8032 L.H., Daily Totals $1438.80 $2214.40 $44.96 $69.20


Incl.O&P

1 Sprinkler Installer $48.15 $385.20 $72.25 $578.00 $43.33 $65.031 Sprinkler Apprentice 38.50 308.00 57.80 462.4016 L.H., Daily Totals $693.20 $1040.40 $43.33 $65.03


Incl.O&P

1 Sprinkler Foreman (inside) $48.65 $389.20 $73.00 $584.00 $45.86 $68.832 Sprinkler Installers 48.15 770.40 72.25 1156.001 Sprinkler Apprentice 38.50 308.00 57.80 462.4032 L.H., Daily Totals $1467.60 $2202.40 $45.86 $68.83


Incl.O&P

1 Asbestos Worker $44.10 $352.80 $69.10 $552.80 $39.70 $62.201 Asbestos Apprentice 35.30 282.40 55.30 442.4016 L.H., Daily Totals $635.20 $995.20 $39.70 $62.20


Incl.O&P

1 Plumber $48.75 $390.00 $73.15 $585.20 $43.88 $65.851 Plumber Apprentice 39.00 312.00 58.55 468.401 Welder, electric, 300 amp 55.70 61.27 3.48 3.8316 L.H., Daily Totals $757.70 $1114.87 $47.36 $69.68


Incl.O&P

2 Plumbers $48.75 $780.00 $73.15 $1170.40 $45.50 $68.281 Plumber Apprentice 39.00 312.00 58.55 468.401 Welder, electric, 300 amp 55.70 61.27 2.32 2.5524 L.H., Daily Totals $1147.70 $1700.07 $47.82 $70.84


Incl.O&P

1 Steamfitter $49.35 $394.80 $74.05 $592.40 $44.42 $66.671 Steamfitter Apprentice 39.50 316.00 59.30 474.401 Welder, electric, 300 amp 55.70 61.27 3.48 3.8316 L.H., Daily Totals $766.50 $1128.07 $47.91 $70.50


Incl.O&P

1 Steamfitter $49.35 $394.80 $74.05 $592.40 $43.80 $65.771 Steamfitter Apprentice 39.50 316.00 59.30 474.401 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Hyd. Crane, 12 Ton 768.80 845.681 Welder, electric, 300 amp 55.70 61.27 34.35 37.7924 L.H., Daily Totals $1875.70 $2485.35 $78.15 $103.56


Incl.O&P

2 Steamfitters $49.35 $789.60 $74.05 $1184.80 $46.07 $69.131 Steamfitter Apprentice 39.50 316.00 59.30 474.401 Welder, electric, 300 amp 55.70 61.27 2.32 2.5524 L.H., Daily Totals $1161.30 $1720.47 $48.39 $71.69


Incl.O&P

1 Steamfitter $49.35 $394.80 $74.05 $592.40 $45.28 $67.771 Steamfitter Apprentice 39.50 316.00 59.30 474.401 Electrician 47.00 376.00 69.95 559.6024 L.H., Daily Totals $1086.80 $1626.40 $45.28 $67.77


Incl.O&P

1 Sheet Metal Worker $47.20 $377.60 $72.65 $581.20 $43.38 $66.291 Sheet Metal Apprentice 37.75 302.00 58.10 464.80.5 Electrician 47.00 188.00 69.95 279.8020 L.H., Daily Totals $867.60 $1325.80 $43.38 $66.29


Incl.O&P

2 Steamfitters $49.35 $789.60 $74.05 $1184.80 $46.30 $69.341 Steamfitter Apprentice 39.50 316.00 59.30 474.401 Electrician 47.00 376.00 69.95 559.6032 L.H., Daily Totals $1481.60 $2218.80 $46.30 $69.34


Incl.O&P

1 Plumber $48.75 $390.00 $73.15 $585.20 $43.88 $65.851 Plumber Apprentice 39.00 312.00 58.55 468.401 Hyd. Crane, 12 Ton 768.80 845.68 48.05 52.8516 L.H., Daily Totals $1470.80 $1899.28 $91.92 $118.71


Incl.O&P

1 Plumber $48.75 $390.00 $73.15 $585.20 $40.48 $61.161 Plumber Apprentice 39.00 312.00 58.55 468.401 Laborer 31.60 252.80 49.00 392.001 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Hyd. Crane, 12 Ton 768.80 845.68 24.02 26.4332 L.H., Daily Totals $2064.00 $2802.88 $64.50 $87.59


Incl.O&P

1 Plumber Foreman $50.75 $406.00 $76.20 $609.60 $46.95 $70.501 Plumber 48.75 390.00 73.15 585.201 Equip. Oper. (medium) 41.35 330.80 62.15 497.201 Lattice Boom Crane, 20 Ton 1080.00 1188.00 45.00 49.5024 L.H., Daily Totals $2206.80 $2880.00 $91.95 $120.00

Crew R-1 Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Electrician Foreman $47.50 $380.00 $70.70 $565.60 $41.52 $62.363 Electricians 47.00 1128.00 69.95 1678.802 Helpers 30.30 484.80 46.80 748.8048 L.H., Daily Totals $1992.80 $2993.20 $41.52 $62.36

Crew R-1A Hr. Daily Hr. DailyBareCosts

Incl.O&P

1 Electrician $47.00 $376.00 $69.95 $559.60 $38.65 $58.381 Helper 30.30 242.40 46.80 374.4016 L.H., Daily Totals $618.40 $934.00 $38.65 $58.38


Incl.O&P

1 Electrician Foreman $47.50 $380.00 $70.70 $565.60 $41.66 $62.593 Electricians 47.00 1128.00 69.95 1678.802 Helpers 30.30 484.80 46.80 748.801 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 S.P. Crane, 4x4, 5 Ton 258.20 284.02 4.61 5.0756 L.H., Daily Totals $2591.40 $3788.82 $46.27 $67.66


Incl.O&P

1 Electrician Foreman $47.50 $380.00 $70.70 $565.60 $46.31 $69.051 Electrician 47.00 376.00 69.95 559.60.5 Equip. Oper. (crane) 42.55 170.20 63.95 255.80.5 S.P. Crane, 4x4, 5 Ton 129.10 142.01 6.46 7.1020 L.H., Daily Totals $1055.30 $1523.01 $52.77 $76.15



690


Incl.O&P

1 Struc. Steel Foreman $46.70 $373.60 $83.20 $665.60 $45.56 $78.423 Struc. Steel Workers 44.70 1072.80 79.65 1911.601 Electrician 47.00 376.00 69.95 559.601 Welder, gas engine, 300 amp 134.20 147.62 3.36 3.6940 L.H., Daily Totals $1956.60 $3284.42 $48.91 $82.11


Incl.O&P

1 Electrician Foreman $47.50 $380.00 $70.70 $565.60 $40.97 $61.604 Electrician Linemen 47.00 1504.00 69.95 2238.402 Electrician Operators 47.00 752.00 69.95 1119.204 Electrician Groundmen 30.30 969.60 46.80 1497.601 Crew Truck 169.60 186.561 Flatbed Truck, 20,000 GVW 197.40 217.141 Pickup Truck, 3/4 Ton 116.80 128.48.2 Hyd. Crane, 55 Ton 225.00 247.50.2 Hyd. Crane, 12 Ton 153.76 169.14.2 Earth Auger, Truck-Mtd. 82.40 90.641 Tractor w/Winch 354.80 390.28 14.77 16.2588 L.H., Daily Totals $4905.36 $6850.54 $55.74 $77.85


Incl.O&P

1 Electrician Foreman $47.50 $380.00 $70.70 $565.60 $40.97 $61.604 Electrician Linemen 47.00 1504.00 69.95 2238.402 Electrician Operators 47.00 752.00 69.95 1119.204 Electrician Groundmen 30.30 969.60 46.80 1497.601 Crew Truck 169.60 186.561 Flatbed Truck, 20,000 GVW 197.40 217.141 Pickup Truck, 3/4 Ton 116.80 128.48.2 Hyd. Crane, 55 Ton 225.00 247.50.2 Hyd. Crane, 12 Ton 153.76 169.14.2 Earth Auger, Truck-Mtd. 82.40 90.641 Tractor w/Winch 354.80 390.283 Cable Trailers 531.30 584.43.5 Tensioning Rig 175.35 192.88.5 Cable Pulling Rig 1049.50 1154.45 34.73 38.2088 L.H., Daily Totals $6661.51 $8782.30 $75.70 $99.80


Incl.O&P

1 Electrician Foreman $47.50 $380.00 $70.70 $565.60 $33.17 $50.785 Electrician Groundmen 30.30 1212.00 46.80 1872.001 Crew Truck 169.60 186.56 3.53 3.8948 L.H., Daily Totals $1761.60 $2624.16 $36.70 $54.67


Incl.O&P

1 Electrician Foreman $47.50 $380.00 $70.70 $565.60 $41.52 $62.363 Electrician Linemen 47.00 1128.00 69.95 1678.802 Electrician Groundmen 30.30 484.80 46.80 748.801 Pickup Truck, 3/4 Ton 116.80 128.481 Crew Truck 169.60 186.56 5.97 6.5648 L.H., Daily Totals $2279.20 $3308.24 $47.48 $68.92


Incl.O&P

1 Electrician Foreman $47.50 $380.00 $70.70 $565.60 $38.71 $58.471 Electrician Lineman 47.00 376.00 69.95 559.602 Electrician Operators 47.00 752.00 69.95 1119.204 Electrician Groundmen 30.30 969.60 46.80 1497.601 Pickup Truck, 3/4 Ton 116.80 128.481 Crew Truck 169.60 186.56 4.47 4.9264 L.H., Daily Totals $2764.00 $4057.04 $43.19 $63.39


Incl.O&P

1 Electrician Foreman $47.50 $380.00 $70.70 $565.60 $44.30 $66.224 Electrician Linemen 47.00 1504.00 69.95 2238.401 Electrician Groundman 30.30 242.40 46.80 374.401 Crew Truck 169.60 186.563 Tram Cars 380.55 418.61 11.46 12.6148 L.H., Daily Totals $2676.55 $3783.57 $55.76 $78.82


Incl.O&P

1 Electrician Foreman $47.50 $380.00 $70.70 $565.60 $44.24 $66.214 Electricians 47.00 1504.00 69.95 2238.401 Equip. Oper. (crane) 42.55 340.40 63.95 511.601 Common Laborer 31.60 252.80 49.00 392.001 Crew Truck 169.60 186.561 Hyd. Crane, 12 Ton 768.80 845.68 16.76 18.4356 L.H., Daily Totals $3415.60 $4739.84 $60.99 $84.64


Incl.O&P

1 Carpenter Foreman $40.45 $323.60 $62.75 $502.00 $37.52 $58.944 Carpenters 39.95 1278.40 61.95 1982.404 Common Laborers 31.60 1011.20 49.00 1568.001 Equip. Oper. (med.) 41.35 330.80 62.15 497.201 Steel Worker 44.70 357.60 79.65 637.201 Dozer, 200 H.P. 1082.00 1190.201 Pickup Truck, 3/4 Ton 116.80 128.48 13.62 14.9888 L.H., Daily Totals $4500.40 $6505.48 $51.14 $73.93


Incl.O&P

1 Electrician Foreman $47.50 $380.00 $70.70 $565.60 $44.94 $67.023 Electricians 47.00 1128.00 69.95 1678.80.25 Equip. Oper. (crane) 42.55 85.10 63.95 127.901 Equipment Oiler 36.80 294.40 55.30 442.40.25 Hydraulic Crane, 33 Ton 204.70 225.17 4.87 5.3642 L.H., Daily Totals $2092.20 $3039.87 $49.81 $72.38


Incl.O&P

1 Electrician Foreman $47.50 $380.00 $70.70 $565.60 $45.76 $68.204 Electricians 47.00 1504.00 69.95 2238.401 Equipment Oper. (light) 39.05 312.40 58.70 469.601 Aerial Lift Truck 328.80 361.68 6.85 7.5448 L.H., Daily Totals $2525.20 $3635.28 $52.61 $75.73


Incl.O&P

.25 Electrician Foreman $47.50 $95.00 $70.70 $141.40 $36.76 $55.761 Electrician 47.00 376.00 69.95 559.602 Helpers 30.30 484.80 46.80 748.8026 L.H., Daily Totals $955.80 $1449.80 $36.76 $55.76


Incl.O&P

.5 Electrician Foreman $47.50 $190.00 $70.70 $282.80 $47.10 $70.102 Electricians 47.00 752.00 69.95 1119.2020 L.H., Daily Totals $942.00 $1402.00 $47.10 $70.10


Incl.O&P

1 Electrician Foreman $47.50 $380.00 $70.70 $565.60 $46.98 $69.943 Electricians 47.00 1128.00 69.95 1678.80.1 Equip. Oper. (med.) 41.35 33.08 62.15 49.72.1 S.P. Crane, 4x4, 25 Ton 71.68 78.85 2.19 2.4032.8 L.H., Daily Totals $1612.76 $2372.97 $49.17 $72.35



691


Incl.O&P

.66 Electrician Foreman $47.50 $250.80 $70.70 $373.30 $39.90 $60.122 Helpers 30.30 484.80 46.80 748.802 Electricians 47.00 752.00 69.95 1119.2037.28 L.H., Daily Totals $1487.60 $2241.30 $39.90 $60.12


Incl.O&P

.25 Electrician Foreman (out) $49.00 $98.00 $72.90 $145.80 $37.68 $57.281 Electrician 47.00 376.00 69.95 559.602 Laborers, (Semi-Skilled) 31.60 505.60 49.00 784.0026 L.H., Daily Totals $979.60 $1489.40 $37.68 $57.28


Incl.O&P

1 Electrician $47.00 $376.00 $69.95 $559.60 $47.00 $69.951 Core Drill, Electric, 2.5 H.P. 52.95 58.24 6.62 7.288 L.H., Daily Totals $428.95 $617.85 $53.62 $77.23

Crew W-41E Hr. Daily Hr. DailyBareCosts

Incl.O&P

.5 Plumber Foreman (out) $50.75 $203.00 $76.20 $304.80 $42.29 $64.101 Plumber 48.75 390.00 73.15 585.201 Laborer 31.60 252.80 49.00 392.0020 L.H., Daily Totals $845.80 $1282.00 $42.29 $64.10

CrewsIncl. Cost

Crew No. Bare Costs Subs O & P Per Labor-Hour

692

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FINAL REPORT 3.8 M Litre Water Storage Tank Cost Analysis …sbruneau/teaching/8700project/archive/classof2010... · 3.8 M Litre Water Storage Tank Cost Analysis City of St. John’s,